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APPENDIX 3 REHABILITATION AND O&M OF IRRIGATION FACILITIES

APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

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Page 1: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

APPENDIX 3

REHABILITATION AND O&M

OF IRRIGATION FACILITIES

Page 2: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009

i

APPENDIX 3 REHABILITATION AND O&M OF IRRIGATION FACILITIES

Contents

Table A3-1(1/8) Implementation Program of Verification Study – Mz-11 Bethani 3-1 Table A3-1(2/8) Implementation Program of Verification Study – Mz-4 Mantha 3-3 Table A3-1(3/8) Implementation Program of Verification Study – Kas-46 Chiwoza Dam 3-5 Table A3-1(4/8) Implementation Program of Verification Study – Kas-40 Kachere 3-7 Table A3-1(5/8) Implementation Program of Verification Study – Kas-47 Titukulane 3-9 Table A3-1(6/8) Implementation Program of Verification Study – Li-2 Chaseta 3-11 Table A3-1(7/8) Implementation Program of Verification Study – Li-21 Bawi 3-13 Table A3-1(8/8) Implementation Program of Verification Study – Ma-1 Chibwana 3-15 Table A3-2(1/16) Bethani Scheme, Work Quantity of Rehabilitation Work 3-17 Table A3-2(2/16) Bethani Scheme, Local and Foreign Inputs 3-17 Table A3-2(3/16) Mantha Scheme, Work Quantity of Rehabilitation Work 3-17 Table A3-2(4/16) Mantha Scheme, Local and Foreign Inputs 3-18 Table A3-2(5/16) Chiwoza Dam Scheme, Work Quantity of Rehabilitation Work 3-18 Table A3-2(6/16) Chiwoza Dam Scheme, Local and Foreign Inputs 3-19 Table A3-2(7/16) Kachere Scheme, Work Quantity of Rehabilitation Work 3-19 Table A3-2(8/16) Kachere Scheme, Local and Foreign Inputs 3-19 Table A3-2(9/16) Titukulane Scheme, Work Quantity of Rehabilitation Work 3-20 Table A3-2(10/16) Titukulane Scheme, Local and Foreign Inputs 3-20 Table A3-2(11/16) Chasets Scheme, Work Quantity of Rehabilitation Work 3-21 Table A3-2(12/16) Chaseta Scheme, Local and Foreign Inputs 3-21 Table A3-2(13/16) Bawi Scheme, Work Quantity of Rehabilitation Work 3-21 Table A3-2(14/16) Bawi Scheme, Local and Foreign Inputs 3-22 Table A3-2(15/16) Chibwana Scheme, Work Quantity of Rehabilitation Work 3-22 Table A3-2(16/16) Chibwana Scheme, Local and Foreign Inputs 3-23 Table A3-3 Participation of Stakeholders to Rehabilitation Works 3-24 Table A3-4(1/9) Training Report on O&M of Irrigation Facilities (Bethani) 3-25 Table A3-4(2/9) Training Report on O&M of Irrigation Facilities (Mantha) 3-27 Table A3-4(3/9) Training Report on O&M of Irrigation Facilities (Chiwoza Dam) 3-29 Table A3-4(4/9) Training Report on O&M of Irrigation Facilities (Kachere No.1) 3-31 Table A3-4(5/9) Training Report on O&M of Irrigation Facilities (Kachere No.2) 3-33 Table A3-4(6/9) Training Report on O&M of Irrigation Facilities (Titukulane) 3-35 Table A3-4(7/9) Training Report on O&M of Irrigation Facilities (Chaseta) 3-37 Table A3-4(8/9) Training Report on O&M of Irrigation Facilities (Bawi) 3-39 Table A3-4(9/9) Training Report on O&M of Irrigation Facilities (Chibwana) 3-41 Table A3-5(1/8) Profile of Verification Site – Mz-11 Bethani 3-43

Page 3: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009

ii

Table A3-5(2/8) Profile of Verification Site – Mz-4 Mantha 3-44 Table A3-5(3/8) Profile of Verification Site – Kas-46 Chiwoza Dam 3-45 Table A3-5(4/8) Profile of Verification Site – Kas-40 Kachere 3-46 Table A3-5(5/8) Profile of Verification Site – Kas-47 Titukulane 3-47 Table A3-5(6/8) Profile of Verification Site – Li-2 Chaseta 3-48 Table A3-5(7/8) Profile of Verification Site – Li-21 Bawi 3-49 Table A3-5(8/8) Profile of Verification Site – Ma-1 Chibwana 3-50 Table A3-6 Existing Medium-Scale Irrigation Schemes as surveyed under Donors’

Activity Survey 3-51 Table A3-7 Outlins of Identified Issues on Donors’ Activity Survey 3-52

Page 4: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Bethani 1/2

Table A3-1 (1/8) Implementation Program of Verification Study – Mz-11 Bethani

Items Contents 1. General information

of the scheme 1) Area Name: Bethani (Mz-11) 2) Location: Mzuzu ADD - Rumphi District - Mhuju EPA 3) Number of members of water user association: 132 (Male 66, Female 66) 4) Implementation period: October 2007 to February 2009 5) Type of irrigation facility: River diversion weir 6) Service area: Present:dry season – 22.0 ha, wet season – 22.0 ha

Planning:dry season – 22.0 ha, wet season – 22.0 ha

2. Implementation schedule

1) Baseline survey: June 2007 2) Farmers workshop: June 2007 3) Rehabilitation plan/design: June - July 2007 4) Rehabilitation work/supervision: October - November 2007 5) First cropping (2007/08 wet season) / monitoring: Nov. 2007 – March 2008 6) Evaluation of the first cropping: June 2008 7) Second cropping (2008 dry season) / monitoring: May – Sept. 2008 8) Evaluation of the second cropping: Nov./Dec. 2008

3. Items to be verified through verification study

1) Contents of verification related to the Draft Package (a) Survey and design of irrigation facilities for rehabilitation (b) Rehabilitation work of irrigation facilities and & supervision of work (c) O&M of irrigation facilities including diversion weir

(d) Water management of irrigation system (e) Farm management & agricultural extension (f) Management of farmers group 2) Contents of verification related to the Draft A/P (a) Implementing body for rehabilitation (b) Implementation procedure & arrangement (c) Cost sharing arrangement for rehabilitation

4. Overall goal, project purpose, expected outputs, project activities, and risks

1) Overall goal: Improvement of crop productivity & production 2) Project purpose: Improved operation of medium-scale irrigation scheme 3) Expected outputs: Improved capacity of government staff and farmers 4) Project activities: Planning workshop, design, rehabilitation, training,

monitoring and evaluation 5) Risks: Cost sharing, rehabilitation work by farmers themselves, supervision

by AEDOs/IOs, and self-help O&M by farmers

5. Financial efficiency (for pump site only)

N.A

6. Indicators and BM data for evaluation

1) Area planted (ha): Bench mark (BM) DS= 12.24 WS = 14.0 ha 2) Production (ton/ha):

Crop: Grain maize in WS - 6.5 ha, yield - 2.6 ton/ha, production 16.9 ton Crop: Grain maize in DS - 10.5 ha, yield - 2.11 ton/ha, production 34.65 ton Crop: Beans in DS - 4.4 ha, yield - 0.6 ton/ha, production 2.64 ton Crop: Irish potato in DS - 1.21 ha, yield - 1.1 ton/ha, production 1.33 ton

7. Method and

procedure of 1) Monitoring:

(a) Monitoring forms will be made by the Study Team,

3-1

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Bethani 2/2

monitoring and evaluation

(b) Monitoring will be undertaken by the Monitoring Team of the Study Team, (c) The Monitoring Committee composed of AEDOs / IOs / farmer group / Study Team will be formed, (d) The Committee meeting will be held on bi-monthly basis at the site to discuss overall conditions and problems encountered, (e) The Study Team will facilitate the meeting and prepare the report.

2) Evaluation:

(a) Evaluation workshop composed of the Committee members will be carried out after harvest of each target cropping season, (b) Workshop aims to evaluate performance of stakeholders based on utilization of irrigation facility and result of seasonal cropping, i.e. first cropping for 2007/08 wet season and second cropping for 2008 dry season, (c) Self-evaluation by farmers will be made based on farming performance through SWOT analysis, (d) Evaluation by the Study Team will also be made from the study-wide viewpoint to contribute to Draft Package and A/P, (e) Satisfaction survey will be conducted for farmer group at the time of final evaluation, (f) SWOT analysis may be organized together with more than 2 verification sites if situation is so made.

8. Feedback of

monitoring / evaluation result

1) Result of self-evaluation on farming performance will be used in the planning of next cropping season.

2) Evaluation by the Study Team will be utilized for revision and improvement of

Draft Package and Draft A/P.

9. Method of dissemination

1) The Study Team will prepare the technical guideline / technical manuals / posters / leaflets through the Verification Study for distribution and dissemination.

3-2

Page 6: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Mantha 3/2

Table A3-1 (2/8) Implementation Program of Verification Study – Mz-4 Mantha

Items Contents 1. General information

of the scheme 1) Area Name: Mantha (Mz-4) 2) Location: Mzuzu ADD - Mzimba District - Luwelezi EPA 3) Number of members of water user association: 100 (Male 66, Female 34) 4) Implementation period: August 2007 to February 2009 5) Type of irrigation facility: Motorized pump 6) Service area: Present:dry season – 1.0 ha, wet season – 8.0 ha

Planning:dry season – 8.0 ha, wet season – 8.0 ha

2. Implementation schedule

1) Baseline survey: June 2007 2) Farmers workshop: June 2007 3) Rehabilitation plan/design: June - July 2007 4) Rehabilitation work/supervision: August - October 2007 5) First cropping (2007/08 wet season) / monitoring: Dec. 2007 – Mar. 2008 6) Evaluation of the first cropping: June 2008 7) Second cropping (2008 dry season) / monitoring: Apr. – Oct. 2008 8) Evaluation of the second cropping: Nov./Dec. 2008

3. Items to be verified through verification study

1) Contents of verification related to the Draft Package a) Survey and design of irrigation facilities for rehabilitation b) Rehabilitation work of irrigation facilities and & supervision of work c) O&M of irrigation facilities and motorized pump

d) Water management of irrigation system e) Farm management & agricultural extension f) Management of farmers group & payment of pump fuel 2) Contents of verification related to the Draft A/P a) Implementing body for rehabilitation b) Implementation procedure & arrangement c) Cost sharing arrangement for rehabilitation

4. Overall goal, project purpose, expected outputs, project activities, and risks

1) Overall goal: Improvement of crop productivity & production 2) Project purpose: Improved operation of medium-scale irrigation scheme 3) Expected outputs: Improved capacity of government staff and farmers 4) Project activities: Planning workshop, design, rehabilitation, training,

monitoring and evaluation 5) Risks: Cost sharing, rehabilitation work by farmers themselves, supervision

by AEDOs/IOs, and self-help O&M by farmers

5. Financial efficiency (for pump site only)

1) To analyze financial efficiency in terms of cropping pattern, crop budget and farm income for the baseline data and actual periodic data from monitoring.

6. Indicators and BM

data for evaluation 1) Area planted (ha): Bench mark (BM) DS=1.0 WS = 8.3 ha 2) Production (ton/ha):

Crop: Grain maize in WS - 6.6 ha, yield - 2.8 ton/ha, production 18.5ton Crop: Grain maize in DS – 0.4 ha, yield- 1.9 ton/ha, production 0.76 ton Crop: Beans in DS – 0.4 ha, yield - 0.7 ton/ha, production 0.28 ton Crop: Tomato in DS - 0.2 ha, yield - 2.8 ton/ha, production 0.56 ton

3-3

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Mantha 4/2

7. Method and procedure of monitoring and evaluation

1) Monitoring: a) Monitoring forms will be made by the Study Team, b) Monitoring will be undertaken by the Monitoring Team of the Study Team, c) The Monitoring Committee composed of AEDOs / IOs / farmer group / Study Team will be formed, d) The Committee meeting will be held on bi-monthly basis at the site to discuss overall conditions and problems encountered, e) The Study Team will facilitate the meeting and prepare the report.

2) Evaluation:

a) Evaluation workshop composed of the Committee members will be carried out after harvest of each target cropping season, b) Workshop aims to evaluate performance of stakeholders based on utilization of irrigation facility and result of seasonal cropping, i.e. first cropping for 2007/08 wet season and second cropping for 2008 dry season, c) Self-evaluation by farmers will be made based on farming performance through SWOT analysis, d) Evaluation by the Study Team will also be made from the study-wide viewpoint to contribute to Draft Package and A/P, e) Satisfaction survey will be conducted for of farmer group at the time of final evaluation, f) SWOT analysis may be organized together with more than 2 verification sites if situation is so made.

8. Feedback of

monitoring / evaluation result

1) Result of self-evaluation on farming performance will be used in the planning of next cropping season.

2) Evaluation by the Study Team will be utilized for revision and improvement of

Draft Package and Draft A/P.

9. Method of dissemination

1) The Study Team will prepare the technical guideline / technical manuals / posters / leaflets through the Verification Study for distribution and dissemination.

3-4

Page 8: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Chiwoza Dam 5/2

Table A3-1 (3/8) Implementation Program of Verification Study – Kas-46 Chiwoza Dam

Items Contents 1. General information

of the scheme 1) Area Name: Chiwoza Dam (Kas-46) 2) Location: Kasungu ADD - Kasungu District - Chulu EPA 3) Number of members of water user association: 63 (Male 28, Female 35) 4) Implementation period: October 2007 to February 2009 5) Type of irrigation facility: Water Impounding Dam 6) Service area: Present:dry season – 6.1 ha, wet season – 6.7 ha

Planning:dry season – 10.0 ha, wet season – 10.0 ha

2. Implementation schedule

1) Baseline survey: June 2007 2) Farmers workshop: June 2007 3) Rehabilitation plan/design: July 2007 4) Rehabilitation work/supervision: October - November 2007 5) First cropping (2007/08 wet season) / monitoring: Nov. 2007 – Feb. 2008 6) Evaluation of the first cropping: June 2008 7) Second cropping (2008 dry season) / monitoring: Mar. – Sept. 2008 8) Evaluation of the second cropping: Nov./Dec. 2008

3. Items to be verified through verification study

1) Contents of verification related to the Draft Package a) Survey and design of irrigation facilities for rehabilitation b) Rehabilitation work of irrigation facilities and & supervision of work c) O&M of irrigation facilities including water Impounding dam

d) Water management of irrigation system e) Farm management & agricultural extension f) Management of farmers group 2) Contents of verification related to the Draft A/P a) Implementing body for rehabilitation b) Implementation procedure & arrangement c) Cost sharing arrangement for rehabilitation

4. Overall goal, project purpose, expected outputs, project activities, and risks

1) Overall goal: Improvement of crop productivity & production 2) Project purpose: Improved operation of medium-scale irrigation scheme 3) Expected outputs: Improved capacity of government staff and farmers 4) Project activities: Planning workshop, design, rehabilitation, training,

monitoring and evaluation 5) Risks: Cost sharing, rehabilitation work by farmers themselves, supervision

by AEDOs/IOs, and self-help O&M by farmers

5. Financial efficiency (for pump site only)

N.A

6. Indicators and BM data for evaluation

1) Area planted (ha): Bench mark (BM) DS=3.5 ha WS =6.7 ha 2) Production (ton/ha):

Crop: Grain maize in WS - 6.7 ha, yield - 5.3 ton/ha, production 35.5 ton Crop: Grain maize in DS – 3.0 ha, yield – 1.43 ton/ha, production 4.29 ton Crop: Tomato in DS – 0.1 ha, yield – 1.5 ton/ha, production 0.15 ton Crop: Cabbage in DS - 0.4 ha, yield – 11.25 ton/ha, production 4.5 ton

7. Method and

procedure of 1) Monitoring:

a) Monitoring forms will be made by the Study Team,

3-5

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Chiwoza Dam 6/2

monitoring and evaluation

b) Monitoring will be undertaken by the Monitoring Team of the Study Team, c) The Monitoring Committee composed of AEDOs / IOs / farmer group / Study Team will be formed, d) The Committee meeting will be held on bi-monthly basis at the site to discuss overall conditions and problems encountered, e) The Study Team will facilitate the meeting and prepare the report.

2) Evaluation:

a) Evaluation workshop composed of the Committee members will be carried out after harvest of each target cropping season, b) Workshop aims to evaluate performance of stakeholders based on utilization of irrigation facility and result of seasonal cropping, i.e. first cropping for 2007/08 wet season and second cropping for 2008 dry season, c) Self-evaluation by farmers will be made based on farming performance through SWOT analysis, d) Evaluation by the Study Team will also be made from the study-wide viewpoint to contribute to Draft Package and A/P, e) Satisfaction survey will be conducted for farmer group at the time of final evaluation, f) SWOT analysis may be organized together with more than 2 verification sites if situation is so made.

8. Feedback of

monitoring / evaluation result

1) Result of self-evaluation on farming performance will be used in the planning of next cropping season.

2) Evaluation by the Study Team will be utilized for revision and improvement of

Draft Package and Draft A/P.

9. Method of dissemination

1) The Study Team will prepare the technical guideline / technical manuals / posters / leaflets through the Verification Study for distribution and dissemination.

3-6

Page 10: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Kachere 7/2

Table A3-1 (4/8) Implementation Program of Verification Study – Kas-40 Kachere

Items Contents 1. General information

of the scheme 1) Area Name: Kachere (Kas-40) 2) Location: Kasungu ADD - Kasungu District - Chipala EPA 3) Number of members of water user association: 100 (Male 60, Female 40) 4) Implementation period: August 2007 to February 2009 5) Type of irrigation facility: Motorized pump 6) Service area: Present:dry season – 0.0 ha, wet season – 6.4 ha

Planning:dry season – 6.4 ha, wet season – 6.4 ha

2. Implementation schedule

1) Baseline survey: June 2007 2) Farmers workshop: June 2007 3) Rehabilitation plan/design: June - July 2007 4) Rehabilitation work/supervision: October - November 2007 5) First cropping (2007/08 wet season) / monitoring: Nov. 2007 – Mar. 2008 6) Evaluation of the first cropping: June 2008 7) Second cropping (2008 dry season) / monitoring: Apr. – Oct. 2008 8) Evaluation of the second cropping: Nov./Dec. 2008

3. Items to be verified through verification study

1) Contents of verification related to the Draft Package a) Survey and design of irrigation facilities for rehabilitation b) Rehabilitation work of irrigation facilities and & supervision of work c) O&M of irrigation facilities and motorized pump

d) Water management of irrigation system e) Farm management & agricultural extension f) Management of farmers group & payment of pump fuel 2) Contents of verification related to the Draft A/P a) Implementing body for rehabilitation b) Implementation procedure & arrangement c) Cost sharing arrangement for rehabilitation

4. Overall goal, project purpose, expected outputs, project activities, and risks

1) Overall goal: Improvement of crop productivity & production 2) Project purpose: Improved operation of medium-scale irrigation scheme 3) Expected outputs: Improved capacity of government staff and farmers 4) Project activities: Planning workshop, design, rehabilitation, training,

monitoring and evaluation 5) Risks: Cost sharing, rehabilitation work by farmers themselves, supervision

by AEDOs/IOs, and self-help O&M by farmers

5. Financial efficiency (for pump site only)

1) To analyze financial efficiency in terms of cropping pattern, crop budget and farm income for the baseline data and actual periodic data from monitoring.

6. Indicators and BM

data for evaluation 1) Area planted (ha): Bench mark (BM) DS =0.0 ha, WS = 2.3 ha 2) Production (ton/ha):

Crop: Grain maize in WS - 2.0 ha, yield - 2.8 ton/ha, production 5.6 ton

7. Method and procedure of monitoring and evaluation

1) Monitoring: a) Monitoring forms will be made by the Study Team, b) Monitoring will be undertaken by the Monitoring Team of the Study Team, c) The Monitoring Committee composed of AEDOs / IOs / farmer group /

3-7

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Kachere 8/2

Study Team will be formed, d) The Committee meeting will be held on bi-monthly basis at the site to discuss overall conditions and problems encountered, e) The Study Team will facilitate the meeting and prepare the report.

2) Evaluation:

a) Evaluation workshop composed of the Committee members will be carried out after harvest of each target cropping season, b) Workshop aims to evaluate performance of stakeholders based on utilization of irrigation facility and result of seasonal cropping, i.e. first cropping for 2007/08 wet season and second cropping for 2008 dry season, c) Self-evaluation by farmers will be made based on farming performance through SWOT analysis, d) Evaluation by the Study Team will also be made from the study-wide viewpoint to contribute to Draft Package and A/P, e) Satisfaction survey will be conducted for farmer group at the time of final evaluation, f) SWOT analysis may be organized together with more than 2 verification sites if situation is so made.

8. Feedback of

monitoring / evaluation result

1) Result of self-evaluation on farming performance will be used in the planning of next cropping season.

2) Evaluation by the Study Team will be utilized for revision and improvement of

Draft Package and Draft A/P.

9. Method of dissemination

1) The Study Team will prepare the technical guideline / technical manuals / posters / leaflets through the Verification Study for distribution and dissemination.

3-8

Page 12: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Titukulane 9/2

Table A3-1 (5/8) Implementation Program of Verification Study – Kas-47 Titukulane

Items Contents 1. General information

of the scheme 1) Area Name: Titukulane (Kas-47) 2) Location: Kasungu ADD - Dowa District - Nachisaka EPA 3) Number of members of water user association: 64 (Male 54, Female 10) 4) Implementation period: October 2007 to February 2009 5) Type of irrigation facility: River diversion weir 6) Service area: Present:dry season – 1.0 ha, wet season – 7.0 ha

Planning:dry season – 7.0 ha, wet season – 7.0 ha

2. Implementation schedule

1) Baseline survey: July 2007 2) Farmers workshop: July 2007 3) Rehabilitation plan/design: October 2007 4) Rehabilitation work/supervision: October - November 2007 5) First cropping (2007/08 wet season) / monitoring: Dec. 2007 – March 2008 6) Evaluation of the first cropping: June 2008 7) Second cropping (2008 dry season) / monitoring: May – Oct. 2008 8) Evaluation of the second cropping: Nov./Dec. 2008

3. Items to be verified through verification study

1) Contents of verification related to the Draft Package a) Survey and design of irrigation facilities for rehabilitation b) Rehabilitation work of irrigation facilities and & supervision of work c) O&M of irrigation facilities including diversion weir

d) Water management of irrigation system e) Farm management & agricultural extension f) Management of farmers group 2) Contents of verification related to the Draft A/P a) Implementing body for rehabilitation b) Implementation procedure & arrangement c) Cost sharing arrangement for rehabilitation

4. Overall goal, project purpose, expected outputs, project activities, and risks

1) Overall goal: Improvement of crop productivity & production 2) Project purpose: Improved operation of medium-scale irrigation scheme 3) Expected outputs: Improved capacity of government staff and farmers 4) Project activities: Planning workshop, design, rehabilitation, training,

monitoring and evaluation 5) Risks: Cost sharing, rehabilitation work by farmers themselves, supervision

by AEDOs/IOs, and self-help O&M by farmers

5. Financial efficiency (for pump site only)

N.A

6. Indicators and BM data for evaluation

1) Area planted (ha): Bench mark (BM) DS = 1.0 ha, WS = 4.1 ha 2) Production (ton/ha):

Crop: Grain maize in WS - 3.0 ha, yield - 3.1 ton/ha, production 9.3 ton Crop: Grain maize in DS – 0.6 ha, yield - 2.4 ton/ha, production 1.44 ton Crop: Irish potatoes in DS - 0.4 ha, yield - 4.5 ton/ha, production 1.8 ton

7. Method and

procedure of monitoring and

1) Monitoring: a) Monitoring forms will be made by the Study Team, b) Monitoring will be undertaken by the Monitoring Team of the Study Team,

3-9

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Titukulane 10/2

evaluation c) The Monitoring Committee composed of AEDOs / IOs / farmer group / Study Team will be formed, d) The Committee meeting will be held on bi-monthly basis at the site to discuss overall conditions and problems encountered, e) The Study Team will facilitate the meeting and prepare the report.

2) Evaluation:

a) Evaluation workshop composed of the Committee members will be carried out after harvest of each target cropping season, b) Workshop aims to evaluate performance of stakeholders based on utilization of irrigation facility and result of seasonal cropping, i.e. first cropping for 2007/08 wet season and second cropping for 2008 dry season, c) Self-evaluation by farmers will be made based on farming performance through SWOT analysis, d) Evaluation by the Study Team will also be made from the study-wide viewpoint to contribute to Draft Package and A/P, e) Satisfaction survey will be conducted for farmer group at the time of final evaluation, f) SWOT analysis may be organized together with more than 2 verification sites if situation is so made.

8. Feedback of

monitoring / evaluation result

1) Result of self-evaluation on farming performance will be used in the planning of next cropping season.

2) Evaluation by the Study Team will be utilized for revision and improvement of

Draft Package and Draft A/P.

9. Method of dissemination

1) The Study Team will prepare the technical guideline / technical manuals / posters / leaflets through the Verification Study for distribution and dissemination.

3-10

Page 14: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Chaseta 11/2

Table A3-1 (6/8) Implementation Program of Verification Study – Li-2 Chaseta

Items Contents 1. General information

of the scheme 1) Area Name: Chaseta (Li-2) 2) Location: Lilongwe ADD - Lilongwe District - Mlomba EPA 3) Number of members of water user association: 150 (Male 35, Female 115) 4) Implementation period: October 2007 to February 2009 5) Type of irrigation facility: Motorized pump 6) Service area: Present:dry season – 8.0 ha, wet season – 12.0 ha

Planning:dry season – 12.0 ha, wet season – 12.0 ha

2. Implementation schedule

1) Baseline survey: June 2007 2) Farmers workshop: June 2007 3) Rehabilitation plan/design: June - July 2007 4) Rehabilitation work/supervision: October - November 2007 5) First cropping (2007/08 wet season) / monitoring: Dec. 2007 – Apr. 2008 6) Evaluation of the first cropping: June 2008 7) Second cropping (2008 dry season) / monitoring: May. – Oct. 2008 8) Evaluation of the second cropping: Nov./Dec. 2008

3. Items to be verified through verification study

1) Contents of verification related to the Draft Package a) Survey and design of irrigation facilities for rehabilitation b) Rehabilitation work of irrigation facilities and & supervision of work c) O&M of irrigation facilities and motorized pump

d) Water management of irrigation system e) Farm management & agricultural extension f) Management of farmers group & payment of pump fuel 2) Contents of verification related to the Draft A/P a) Implementing body for rehabilitation b) Implementation procedure & arrangement c) Cost sharing arrangement for rehabilitation

4. Overall goal, project purpose, expected outputs, project activities, and risks

1) Overall goal: Improvement of crop productivity & production 2) Project purpose: Improved operation of medium-scale irrigation scheme 3) Expected outputs: Improved capacity of government staff and farmers 4) Project activities: Planning workshop, design, rehabilitation, training,

monitoring and evaluation 5) Risks: Cost sharing, rehabilitation work by farmers themselves, supervision

by AEDOs/IOs, and self-help O&M by farmers

5. Financial efficiency (for pump site only)

1) To analyze financial efficiency in terms of cropping pattern, crop budget and farm income for the baseline data and actual periodic data from monitoring.

6. Indicators and BM

data for evaluation 1) Area planted (ha): Bench mark (BM) DS=7.9 ha, WS = 6.7 ha 2) Production (ton/ha):

Crop: Grain maize in WS - 4.7 ha, yield - 1.4 ton/ha, production 6.6 ton Crop: Grain maize in DS - 5.1 ha, yield - 1.6 ton/ha, production 8.2 ton Crop: Irish potato in DS - 2.2 ha, yield - 2.5 ton/ha, production 5.5 ton

7. Method and

procedure of 1) Monitoring:

a) Monitoring forms will be made by the Study Team,

3-11

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Chaseta 12/2

monitoring and evaluation

b) Monitoring will be undertaken by the Monitoring Team of the Study Team, c) The Monitoring Committee composed of AEDOs / IOs / farmer group / Study Team will be formed, d) The Committee meeting will be held on bi-monthly basis at the site to discuss overall conditions and problems encountered, e) The Study Team will facilitate the meeting and prepare the report.

2) Evaluation:

a) Evaluation workshop composed of the Committee members will be carried out after harvest of each target cropping season, b) Workshop aims to evaluate performance of stakeholders based on utilization of irrigation facility and result of seasonal cropping, i.e. first cropping for 2007/08 wet season and second cropping for 2008 dry season, c) Self-evaluation by farmers will be made based on farming performance through SWOT analysis, d) Evaluation by the Study Team will also be made from the study-wide viewpoint to contribute to Draft Package and A/P, e) Satisfaction survey will be conducted for farmer group at the time of final evaluation, f) SWOT analysis may be organized together with more than 2 verification sites if situation is so made.

8. Feedback of

monitoring / evaluation result

1) Result of self-evaluation on farming performance will be used in the planning of next cropping season.

2) Evaluation by the Study Team will be utilized for revision and improvement of

Draft Package and Draft A/P.

9. Method of dissemination

1) The Study Team will prepare the technical guideline / technical manuals / posters / leaflets through the Verification Study for distribution and dissemination.

3-12

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Bawi 13/2

Table A3-1 (7/8) Implementation Program of Verification Study – Li-21 Bawi

Items Contents 1. General information

of the scheme 1) Area Name: Bawi (Li-21) 2) Location: Lilongwe ADD - Ntcheu District - Manjawira EPA 3) Number of members of water user association: 49 (Male 28, Female 21) 4) Implementation period: August 2007 to February 2009 5) Type of irrigation facility: River diversion weir 6) Service area: Present:dry season - 6.3 ha, wet season - 6.3 ha

Planning:dry season – 6.3 ha, wet season – 6.3 ha

2. Implementation schedule

1) Baseline survey: June 2007 2) Farmers workshop: June 2007 3) Rehabilitation plan/design: June 2007 4) Rehabilitation work/supervision: August – September 2007 5) First cropping (2007/08 wet season) / monitoring: Nov. 2007 – April 2008 6) Evaluation of the first cropping: June 2008 7) Second cropping (2008 dry season) / monitoring: May – Oct. 2008 8) Evaluation of the second cropping: Nov./Dec. 2008

3. Items to be verified through verification study

1) Contents of verification related to the Draft Package a) Survey and design of irrigation facilities for rehabilitation b) Rehabilitation work of irrigation facilities and & supervision of work c) O&M of irrigation facilities including diversion weir

d) Water management of irrigation system e) Farm management & agricultural extension f) Management of farmers group 2) Contents of verification related to the Draft A/P a) Implementing body for rehabilitation b) Implementation procedure & arrangement c) Cost sharing arrangement for rehabilitation

4. Overall goal, project purpose, expected outputs, project activities, and risks

1) Overall goal: Improvement of crop productivity & production 2) Project purpose: Improved operation of medium-scale irrigation scheme 3) Expected outputs: Improved capacity of government staff and farmers 4) Project activities: Planning workshop, design, rehabilitation, training,

monitoring and evaluation 5) Risks: Cost sharing, rehabilitation work by farmers themselves, supervision

by AEDOs/IOs, and self-help O&M by farmers

5. Financial efficiency (for pump site only)

N.A

6. Indicators and BM data for evaluation

1) Area planted (ha): Bench mark (BM) DS= 6.3 ha, WS = 4.1 ha 2) Production (ton/ha):

Crop: Grain maize in WS - 3.4 ha, yield - 3.2 ton/ha, production 10.9 ton Crop: Grain maize in DS – 5.1 ha, yield - 1.4 ton/ha, production 7.14ton Crop: Tomato in DS - 0.7 ha, yield - 7.2 ton/ha, production 5.0 ton Crop: Mustard in DS - 0.4 ha, yield - 2.5 ton/ha, production 1.0 ton

7. Method and

procedure of 1) Monitoring:

a) Monitoring forms will be made by the Study Team,

3-13

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Bawi 14/2

monitoring and evaluation

b) Monitoring will be undertaken by the Monitoring Team of the Study Team, c) The Monitoring Committee composed of AEDOs / IOs / farmer group / Study Team will be formed, d) The Committee meeting will be held on bi-monthly basis at the site to discuss overall conditions and problems encountered, e) The Study Team will facilitate the meeting and prepare the report.

2) Evaluation:

a) Evaluation workshop composed of the Committee members will be carried out after harvest of each target cropping season, b) Workshop aims to evaluate performance of stakeholders based on utilization of irrigation facility and result of seasonal cropping, i.e. first cropping for 2007/08 wet season and second cropping for 2008 dry season, c) Self-evaluation by farmers will be made based on farming performance through SWOT analysis, d) Evaluation by the Study Team will also be made from the study-wide viewpoint to contribute to Draft Package and A/P, e) Satisfaction survey will be conducted for farmer group at the time of final evaluation, f) SWOT analysis may be organized together with more than 2 verification sites if situation is so made.

8. Feedback of

monitoring / evaluation result

1) Result of self-evaluation on farming performance will be used in the planning of next cropping season.

2) Evaluation by the Study Team will be utilized for revision and improvement of

Draft Package and Draft A/P.

9. Method of dissemination

1) The Study Team will prepare the technical guideline / technical manuals / posters / leaflets through the Verification Study for distribution and dissemination.

3-14

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Chibwana 15/2

Table A3-1 (8/8) Implementation Program of Verification Study – Ma-1 Chibwana

Items Contents 1. General information

of the scheme 1) Area Name: Chibwana (Ma-1) 2) Location: Machinga ADD - Machinga District - Nsanama EPA 3) Number of members of water user association: 212 (Male 102, Female 110) 4) Implementation period: October 2007 to February 2009 5) Type of irrigation facility: River diversion weir 6) Service area: Present:dry season – 20 ha, wet season – 85.0 ha

Planning:dry season – 85.0 ha, wet season – 85.0 ha

2. Implementation schedule

1) Baseline survey: June 2007 2) Farmers workshop: June 2007 3) Rehabilitation plan/design: June - July 2007 4) Rehabilitation work/supervision: October - November 2007 5) First cropping (2007/08 wet season) / monitoring: Dec. 2007 – May 2008 6) Evaluation of the first cropping: June 2008 7) Second cropping (2008 dry season) / monitoring: June – Oct. 2008 8) Evaluation of the second cropping: Nov./Dec. 2008

3. Items to be verified through verification study

1) Contents of verification related to the Draft Package a) Survey and design of irrigation facilities for rehabilitation b) Rehabilitation work of irrigation facilities and & supervision of work c) O&M of irrigation facilities including diversion weir

d) Water management of irrigation system e) Farm management & agricultural extension f) Management of farmers group 2) Contents of verification related to the Draft A/P a) Implementing body for rehabilitation b) Implementation procedure & arrangement c) Cost sharing arrangement for rehabilitation

4. Overall goal, project purpose, expected outputs, project activities, and risks

1) Overall goal: Improvement of crop productivity & production 2) Project purpose: Improved operation of medium-scale irrigation scheme 3) Expected outputs: Improved capacity of government staff and farmers 4) Project activities: Planning workshop, design, rehabilitation, training,

monitoring and evaluation 5) Risks: Cost sharing, rehabilitation work by farmers themselves, supervision

by AEDOs/IOs, and self-help O&M by farmers

5. Financial efficiency (for pump site only)

N.A

6. Indicators and BM data for evaluation

1) Area planted (ha): Bench mark (BM), DS= 20.6 ha, WS = 73.8 ha 2) Production (ton/ha):

Crop: Rice in WS - 73.8 ha, yield - 2.3 ton/ha, production 169.7 ton Crop: Grain maize in DS - 9.8 ha, yield - 2.4 ton/ha, production 23.52 ton Crop: Rice in DS - 8.3 ha, yield - 2.4 ton/ha, production 19.9 ton Crop: Pumpkin leaves in DS - 0.8 ha, yield - 0.9 ton/ha, production 0.7 ton

7. Method and

procedure of 1) Monitoring:

a) Monitoring forms will be made by the Study Team,

3-15

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Chibwana 16/2

monitoring and evaluation

b) Monitoring will be undertaken by the Monitoring Team of the Study Team, c) The Monitoring Committee composed of AEDOs / IOs / farmer group / Study Team will be formed, d) The Committee meeting will be held on bi-monthly basis at the site to discuss overall conditions and problems encountered, e) The Study Team will facilitate the meeting and prepare the report.

2) Evaluation:

a) Evaluation workshop composed of the Committee members will be carried out after harvest of each target cropping season, b) Workshop aims to evaluate performance of stakeholders based on utilization of irrigation facility and result of seasonal cropping, i.e. first cropping for 2007/08 wet season and second cropping for 2008 dry season, c) Self-evaluation by farmers will be made based on farming performance through SWOT analysis, d) Evaluation by the Study Team will also be made from the study-wide viewpoint to contribute to Draft Package and A/P, e) Satisfaction survey will be conducted for farmer group at the time of final evaluation, f) SWOT analysis may be organized together with more than 2 verification sites if situation is so made.

8. Feedback of

monitoring / evaluation result

1) Result of self-evaluation on farming performance will be used in the planning of next cropping season.

2) Evaluation by the Study Team will be utilized for revision and improvement of

Draft Package and Draft A/P.

9. Method of dissemination

1) The Study Team will prepare the technical guideline / technical manuals / posters / leaflets through the Verification Study for distribution and dissemination.

3-16

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Table A3-2 Work Quantity for Completion of Rehabilitation at 8 Verification Schemes

1) Bethani Irrigation Scheme (MZ-11)

a) Items and quantity of rehabilitation work

Rehabilitation items and work quantity as planed and actual are shown in the table below. One division box at Bethani B was canceled because the landowner was not able to prepare the bricks.

Table A3-2 (1/16) Bethani Scheme, Work Quantity of Rehabilitation Work

Rehabilitation Items Planned Quantity Completed Quantity Remarks 1. Repair of Weir and Intake

1-1. Repair of Intake 1 m3 1 m3 Stone masonry 1-2. Repair of Weir 2.9 m3 2.9 m3 Stone masonry

2. Bethani A Main Canal 2-1. Main Canal 50 m 50 m Brick masonry 2-2. Division Box 4 pc 4 pc Brick masonry

3. Bethani B Main Canal 3-1. Main Canal 50 m 50 m Brick masonry 3-2. Division Box 3 pc 2 pc Brick masonry

b) Utilization of local and foreign inputs

Following inputs were provided by the farmer group and the Study Team.

Table A3-2 (2/16) Bethani Scheme, Local and Foreign Inputs

Local Foreign Remarks 1. Unskilled labors 325 man・day - All done by farmers 2. Skilled labors 25 man・day - All done by farmers 3. Local material 3-1. Sand 6 m3 - Community 3-2. Stones 4 m3 - Community 3-3. Bricks 13,000 pc - Community 4. Cement - 75 bags 15 bags from community 5. Transportation 5-1. Vehicle - Pick-up Study team 5-2. Fuel - 42.7 lit for IO. Study team

c) Work period

Preparation work was started on 24th October 2007 and the construction work was started on 2nd November. The work was completed on 21st November 2007.

2) Mantha Irrigation Scheme (Mz-4)

a) Items and quantity of rehabilitation work

Rehabilitation items and work quantity as planed and actual are shown in the table below. Development of secondary and tertiary canals will be continued by farmers.

Table A3-2 (3/16) Mantha Scheme, Work Quantity of Rehabilitation Work

Rehabilitation Items Planned Quantity Completed Quantity Remarks 1. Main Canal 300 m 300 m

1-1. Excavation 600 m 600 m 1-2. Brick Work 300 m 300 m

2. Discharge Box 1 pc 1 pc

3-17

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2-1. Excavation 1 m3 1 m3 2-1. Brick work 700 pc 700 pc

3. Pipe Installation 200 m 200 m 3-1. Excavation 23.4 m3 23.4 m3 3-2. Pipe Installation 200 m 200 m 3-3. Back Filling 21.8 m3 21.8 m3

4. Repair of Pump 1 set 1 set

b) Utilization of local and foreign inputs

Following inputs were provided by the farmer group and the Study Team.

Table A3-2 (4/16) Mantha Scheme, Local and Foreign Inputs

Local Foreign Remarks 1. Unskilled labors 626 man・day - All done by farmers 2. Skilled labors 13 man・day - All done by farmers 3. Local material 3-1. Sand 8.5 m3 - Community 3-2. Bricks 17,700 pc - Community 4. Cement - 85 bags 5 bags from community 5. PVC Pipe φ140 - 3 pc Study team 6. Transportation 6-1. Vehicle - Pickup Study team 6-2. Fuel - 108.85 lit Study team

c) Work period

Preparation work was started on 21st August 2007 and the construction work was started on 25th August. The work was completed on 15th October 2007. The pump was repaired and brought back to the site on 22nd November.

3) Chiwoza Dam Irrigation Scheme (Kas-46)

a) Items and quantity of rehabilitation work

Rehabilitation items and work quantity as planed and actual are shown in the table below. The area of stone masonry of spillway was extended because of the request by farmers.

Table A3-2 (5/16) Chiwoza Dam Scheme, Work Quantity of Rehabilitation Work

Rehabilitation Items Planned Quantity Completed Quantity Remarks 1. De-Silting of Dam 530 m3 200 m3 2. Repair of Spillway

2-1. Excavation 14 m3 20 m3 Extension of area 2-2. Stone Masonry 21.4 m3 33 m3 Extension of area

3. Left Side Main Canal 50 m 50 m 3-1. Excavation 50 m 50 m 3-2. Brick Work 50 m 50 m

4. Right Side Main Canal 50 m 50 m 4-1. Excavation 50 m 50 m 4-2. Brick Work 50 m 50 m 5. Drop Box 2 pc 2 pc 5-1. Excavation 0.5 m3 0.5 m3 5-2. Brick Work 200 pc 200 pc 6. Stream and Road Crossing 5Box, main canal 25m,

PVCφ200 x 2 pc 5Box, main canal 25m, PVCφ200 x 2 pc

6-1. Excavation / Embankment 3 m3 3 m3 6-2. Brick Work 1,300 pc 1,300 pc

3-18

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b) Utilization of local and foreign inputs

Following inputs were provided by the farmer group and the Study Team.

Table A3-2 (6/16) Chiwoza Dam Scheme, Local and Foreign Inputs

Local Foreign Remarks 1. Unskilled labors 1,714 man・day - All done by farmers 2. Skilled labors 104 man・day - All done by farmers 3. Local material 3-1. Sand 21 m3 - Community 3-2. Stones 33 m3 - Community 3-3. Bricks 5,600 pc - Community 4. Cement - 206 bags Study team 5. PVC Pipe - 2 pc Study team 6. Transportation 6-1. Vehicle - Truck 6t / Truck 4t Kasungu DAO/Study team 6-2. Fuel - 105.67 lit Study team

c) Work period

Preparation work was started on 15th October 2007 and the construction work was started on 20th October. The work was completed on 24th November. De-Silting of the dam was suspended on 9th November 2007 due to hard work. The farmers intend to continue de-silting after completion of another work. Brick work 50 m for each side main canal was completed and the farmers continued extending brick lining for main canal with surplus cement.

4) Kachere Irrigation Scheme (Kas-40)

a) Items and quantity of rehabilitation work

Rehabilitation items and work quantity as planed and actual are shown in the table below. Existing pipes for discharge box No.2, 220 m were also installed. The length of No.1 pipeline was modified at the site. Development of secondary and tertiary canals will be continued by farmers.

Table A3-2 (7/16) Kachere Scheme, Work Quantity of Rehabilitation Work

Rehabilitation Items Planned Quantity Completed Quantity Remarks 1. Main Canal 300 m 300 m

1-1. Excavation 300 m 300 m 1-2. Brick Work 300 m 300 m

2. Discharge Box 2 pc 2 pc 2-1. Excavation 1 m3 1 m3 2-1. Brick work 1,400 pc 1,400 pc

3. Pipe Installation 200 m 180 m Modification 3-1. Excavation 23.4 m3 21 m3 3-2. Pipe Installation 200 m 180 m 3-3. Back Filling 21.8 m3 20 m3

4. Repair of Pumps 2 sets 2 sets

b) Utilization of local and foreign inputs

Following inputs were provided by the farmer group and the Study Team.

Table A3-2 (8/16) Kachere Scheme, Local and Foreign Inputs

Local Foreign Remarks 1. Unskilled labors 1,658 man・day - All done by farmers 2. Skilled labors 187 man・day - All done by farmers 3. Local material 3-1. Sand 10 m3 - Community

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3-2. Bricks 18,500 pc - Community 4. Cement - 100 bags 10 bags from community 5. PVC Pipe φ90 - 38 pc Study team 6. Transportation 6-1. Vehicle - Pickup Study team 6-2. Fuel - - Study team

c) Work period

Preparation work was started on 18th August 2007 and the construction work was started on 23rd August. The work was completed on 11th October. No.1 pump repair was completed and returned to the scheme on 11th October 2007. No.2 pump repair is to be completed in February 2008.

5) Titukulane Irrigation Scheme (Kas-47)

a) Items and quantity of rehabilitation work

Rehabilitation items and work quantity as planed and actual are shown in the table below. The area of gabion was modified at the site. The length of intake pipe was modified at the site. 1 location of gully crossing will be constructed later on.

Table A3-2 (9/16) Titukulane Scheme, Work Quantity of Rehabilitation Work

Rehabilitation Items Planned Quantity Completed Quantity Remarks 1. Weir

1-1. Excavation 5 m3 5 m3 1-2. Stone Masonry 21.3 m3 21.3 m3 1-3. Gabion Work 54 m3 40 m3

2. Intake 2-1. Excavation 3.6 m3 3.6 m3 2-2. Discharge Box 500 pc 500 pc Bricks 2-3. Installation of Pipes 2 pc (12.0 m) 3 pc (15.0 m) PVC φ200

3. Gully Crossing 3 locations 2 locations 3-1. Excavation 2.4 1.6

3-2. Construction of Box 6 4 3-3. Installation of Pipes 4 2

b) Utilization of local and foreign inputs

Following inputs were provided by the farmer group and the Study Team.

Table A3-2 (10/16) Titukulane Scheme, Local and Foreign Inputs

Local Foreign Remarks 1. Unskilled labors 1,538 man・day - All done by farmers 2. Skilled labors 26 man・day - All done by farmers 3. Local material 3-1. Sand 11 m3 - Community 3-2. Stones 61.3 m3 - Community 3-3. Bricks 500 pc - Community 4. Cement - 107 bags Study team 5. PVC Pipe φ200 - 6 pc Study team 6. Gabion wire net - 15 pc Study team 7. Transportation 7-1. Vehicle - Pickup Dowa DAO 7-2. Fuel - 171.31lit Study team

c) Work period

Preparation work was started on 23rd October 2007 and the construction work was started on 30th

3-20

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October. The work was completed on 25th November 2007.

6) Chaseta Irrigation Scheme (Li-2)

a) Items and quantity of rehabilitation work

Rehabilitation items and work quantity as planed and actual are shown in the table below. Development of secondary and tertiary canals will be done by farmers.

Table A3-2 (11/16) Chaseta Scheme, Work Quantity of Rehabilitation Work

Rehabilitation Items Planned Quantity Completed Quantity Remarks 1. Main Canal 340 m 340 m

1-1. Excavation 340 m 340 m 1-2. Brick Work 200 m 150 m

2. Discharge Box 1 pc 1 pc 2-1. Excavation 1 m3 1 m3 2-1. Brick work 700 pc 700 pc

3. Pipe Installation 410 m 900 m 3-1. Excavation 46.8 m3 11.7 m3 3-2. Pipe Installation 410 m 90 m 3-3. Back Filling 43.6 m3 10.9 m3

4. Replace of Pump 1 set 1 set

b) Utilization of local and foreign inputs

Following inputs were provided by the farmer group and the Study Team.

Table A3-2 (12/16) Chaseta Scheme, Local and Foreign Inputs

Local Foreign Remarks 1. Unskilled labors 317 man・day - All done by farmers 2. Skilled labors 2 man・day - All done by farmers 3. Local material 3-1. Sand 8 m3 - Community 3-2. Bricks 12,500 pc - Community 4. Cement - 80 bags Study team 5. PVC pipe φ110 - 15 Study team 5. Pump 1 set Study team 6. Transportation 6-1. Vehicle - Pickup Study team 6-2. Fuel - - Study team

c) Work period

Preparation work was started on 25th October 2007 and the construction work was started on 30th October. Pipe installation will be completed by February 2008.

7) Bawi Irrigation Scheme (Li-21)

a) Items and quantity of rehabilitation work

Rehabilitation items and work quantity as planed and actual are shown in the table below. Gabion work of bamboo gabion and wire net gabion at No.5 weir were added to compare durability and effectiveness of bamboo gabion. A significant defect was found at main canal downstream of intake of No.5 weir and repair work of main canal was added.

Table A3-2 (13/16) Bawi Scheme, Work Quantity of Rehabilitation Work

Rehabilitation Items Planned Quantity Completed Quantity Remarks 1. No.5 Weir

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1-1-1. Stone Masonry 2.2 m3 4.0 m3 Modification of cross section

1-1-2. Gabion Work - 4.0 m3 Trial of bamboo gabion and wire net gabion

1-2. Intake Stone Masonry 5.8 m3 6.5 m3

1-3. Repair of Main Canal - 30 m3 Gabion wire net, stone pitching, stone masonry

2. No.7 Weir 2-1-1. Stone Masonry 26.3 m3 26.3 m3 2-1-2. Gabion 17.0 m3 15.0 m3 2-2. Intake Stone Masonry 5.8 m3 6.5 m3

b) Utilization of local and foreign inputs

Following inputs were provided by the farmer group and the Study Team.

Table A3-2 (14/16) Bawi Scheme, Local and Foreign Inputs

Local Foreign Remarks 1. Unskilled labors 771 man・day - All done by farmers 2. Skilled labors 59 man・day - All done by farmers 3. Local material 3-1. Sand 23 m3 - Community 3-2. Stones 62.3 m3 - Community 3-3. Bamboo - 40 pc Study team 4. Cement - 237 bags 4 bags from community 5. Gabion wire net 23 Study team 6. PVC pipe φ140 2 Study team 5. Transportation 5-1. Vehicle - Tractor/Truck 4t District Assembly/Study team 5-2. Fuel - 329 lit for tractor Study team

c) Work period

Preparation work was started on 20th August 2007 and the construction work was started on 21st August. The work was completed on 25th November 2007.

8) Chibwana Irrigation Scheme (Ma-1)

a) Items and quantity of rehabilitation work

Rehabilitation items and work quantity as planed and actual are shown in the table below. The area of gabion was modified at the site. Site clearing of protection bank was completed but embankment was not done. Surplus gabions were used for slope protection of main canal downstream of turnout.

Table A3-2 (15/16) Chibwana Scheme, Work Quantity of Rehabilitation Work

Rehabilitation Items Planned Quantity Completed Quantity Remarks 1. Repair of Weir

1-1. Excavation 20 m3 10 m3 Modified at the site 1-2. Gabion 32 m3 20 m3 Modified at the site

2. Repair of Protection Bank 187.5 m3 0 m3 Embankment 3. Repair of Turnout

3-1. Brick work 2,240 pc 2,240 pc 3-2. Backfill 13.6 m3 13.6 m3

4. Repair of Tertiary Canal 4.1 Embankment 58 m3 40 m3 4.2 Brick Work 1,820 pc 1,820 pc 5. Repair of Main Canal EP. 5-1. Gabion Work 12 m3 12 m3

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5-2. Backfill 2 m3 2 m3

b) Utilization of local and foreign inputs

Following inputs were provided by the farmer group and the Study Team.

Table A3-2 (16/16) Chibwana Scheme, Local and Foreign Inputs

Local Foreign Remarks 1. Unskilled labors 749 man・day - All done by farmers 2. Skilled labors 0 man・day - 3. Local material 3-1. Sand 5 m3 - Community 3-2. Stones 44 m3 - Community 3-3. Bricks 4,060 pc - Community 4. Cement - 50 bags Study team 5. Gabion wire net 22 pc Study team 6. Transportation 6-1. Vehicle - Truck 4t Study team 6-2. Fuel - - Study team

c) Work schedule

Preparation work was started on 18th October 2007 and the construction work was started on 26th October. The work was completed on 22nd November 2008.

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Item

20

07

No.

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Octo

ber

SS

SS

SS

SS

SS

SS

SS

20

21

22

23

24

25

26

27

28

29

30

31

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34

56

78

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11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

12

34

56

78

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12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

12

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56

78

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11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

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3-24

Page 28: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Training Report Bethani 25/18

1. Name of Scheme Bethani Irrigation Scheme (Ma-1)2. Date 11-Jul-083. Place of Worshop Bethani Irrigation Scheme Site4. Attendants 1) JICA Study Team C/P (1) 2) DoI Staff . 3) Farmers Committee F(1) M(4) 4) AEDO/AEDC AEDO 5) IO From DAO Trainee Ios5. Outline of Training 1) Inspection

a. Diversion weir systemb. Pipeline systemc. Canal system

Item Frequency Point to be checked Findings1. Brick or Daily Water flow conditions Smooth concrete Monthly Crack Small scale. lined canal Annually Conditions of drain ditch (along the main Functioning. Need clearing

Monthly Sediment Small scale . Need removal Monthly Weeds a few. Need clearing

2. Earth canal Daily Water flow condition some area smooth some area notMonthly Cross section area some area need repairMonthly Erosion most part will erode if unattended to.Monthly Weeds some canals need clearing and cleaning

sedimentation done in March 083. Road Daily Water flow conditions crossing and Monthly Sediment gully crossing Monthly Crack or damage

Daily Trash

4. Structures Daily Water flow conditions smooth (division box, Monthly Sediment small scale, need removal drop box Monthly Crack or damage small scale,no repair required turnout) Monthly Conditions of stop log some need repair

5. Others

Item Frequency Point to be checked Findings1. River Daily Water flow conditions Stable and rich conditions Daily Water level no staff gauge present

Daily Conditions of intake point Enough depth.Others

2. Pipes Monthly Crack or damage noneMonthly Water leakage none

one area needs backfilling3.. Discharge Daily Water flow conditions smooth box Monthly Sediment Small scale. Need removal

Monthly Crack or damage some portion needs repairMonthly Conditions of stop log and groove

4. Others

Item Frequency Point to be checked Findings1. River Daily Water level Enough conditions Daily Water flow conditions Stable. and Rich

Daily Sediment not much, removal done last weekWater quality good

2. Weir Annually Crack or damage of stone masonry Small scale. Need repair or not

Table A3-4 (1/9) Training Report on O&M of Irrigation Fcailities (Bethani)

Training for inspection was carried out accoding to following check list.

a) Maintenance Check List for Canal System

b) Maintenance Check List for Pipeline System

c) Maintenance Check List for River Diversion Weir

3-25

Page 29: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Training Report Bethani 26/18

At afterevery Erosion at abutment none

Annually Water leakage Small scale. No repair requiredAnnually Riverbed scouring at downstream none

Daily Sediment not much, removal done last weekAnnually Damage of gabionAnnually Subsidence and deformation of gabion

3. Intake Annually Crack or damage of stone masonry noneDaily Sediment not much, removal done last weekDaily Trash noneDaily Water level Enough

Monthly Damage of pipes noneDaily Function Functioning.

4. Others Monthly Conditions of stop log noneMonthly Conditions of gate no

Protection bund none

2) Maintanance work Training for maintenance work was carried out on the following items.a. River diversion weirb. pipeline systemc. canal system

6. Outcome of the training

7. Farmers group Gpinion/ Suggestion/ Questions

8. Recommendation for Farmers' Group by Counterpart

To obtain skills and knowledge no maintenance work for River diversion weirTo obtain skills and knowledge no maintenance work for pipeline systemTo obtain skills and knowledge no maintenance work for canal system

Will JICA Study Team provide cement for repair at the pipeline at the intake?

9. Others

Farmers should fill soil and stones on the exposed pipeline 100m from the diversion weir and also buy cement to repair thepart destred to remove a stone that entered the pipe

Counterpart told the farmers to buy cement on their own

3-26

Page 30: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Training Report Mantha 27/18

1. Name of Scheme Mantha Irrigation Scheme (Mz-4)2. Date 23-Jun-083. Place of Worshop Matntha Irrigation Scheme Site4. Attendants 1) JICA Study Team Engineer(1), C/P(1) 2) DoI Staff Mechanic of DOI Workshop (1) 3) Farmers Committee F(4), M(7) 4) AEDO/AEDC AEDC(1) 5) IO from DAO -5. Outline of Training 1) Inspection Training for inspection was carried out accoding to following check list.

Item Frequency Point to be checked Findings1. Brick or Daily Water flow conditions Smooth or not concrete Monthly Crack or damage Small scale or large scale. Need repair or not lined canal Annually Conditions of drain ditch (along

the main canal)Functioning or not. Need excavation or not.

Monthly Sediment Small scale or large scale. Need removal or notMonthly Weeds A lot or a few. Need clearing or not.

2. Earth canal Daily Water flow condition Smooth or notMonthly Cross section area Enough cross section or notMonthly Erosion Need repair or notMonthly Weeds Need clearing or not

3. Road Daily Water flow conditions Smooth or not crossing and Monthly Sediment Small scale or large scale. Need removal or not gully crossing Monthly Crack or damage Small scale or large scale. Need repair or not

Daily Trash If it is a lot to block pipe, it shall be removed

4. Structures Daily Water flow conditions Smooth or not (division box, Monthly Sediment Small scale or large scale. Need removal or not drop box Monthly Crack or damage Small scale or large scale. Need repair or not turnout) Monthly Conditions of stop log Need repair or not

5. Others

Item Frequency Point to be checked Findings1. River Daily Water flow conditions Stable or not, flood, rich or drought conditions Daily Water level Elevation

Daily Conditions of intake point Enough depth or not, Any obstruction.

2. Pipes Monthly Crack or damage Small scale or large scale. Need repair or replacement.Monthly Water leakage Small scale or large scale. Need repair or replacement.

3.. Discharge Daily Water flow conditions Smooth or not box Monthly Sediment Small scale or large scale. Need removal or not

Monthly Crack or damage Small scale or large scale. Need repair or notMonthly Conditions of stop log and groove Need repair or not

4. Others

Item Frequency Point to be checked Findings1. Diesel Daily Appearance Need re-painting or not, Neede repair or not, Cleaning engine Daily Engine oil Enough or not

Daily Fuel tank Enough fuel or notDaily Noise Abnormal noise or notDaily Vibration Abnormal vibration or notDaily Oil and fuel leakage Any leakage

Table A3-4 (2/9) Training Report on O&M of Irrigation Fcailities (Mantha)

c) Maintenance Check List for Pump and Engine

a) Maintenance Check List for Canal System

b) Maintenance Check List for Pipeline System

3-27

Page 31: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Training Report Mantha 28/18

Monthly Various bolts for loosening Tighten all bolts and nutsMonthly Vent hole in the fuel tank cap CleaningMonthly Battery Water level Monthly Fuel tank CleaningMonthly Fuel filter Cleaning

Annually Engine oil filter element ReplacementAnnually Fuel filter element Cleaning or replacementAnnually Engine oil ReplacementAnnually Paint condition Need re-painting or notAnnually Air cleaner Cleaning or replacementAnnually Fan Velt Adjustment tension, Worn out or not

Cylinder head portion(nozzle, Adjustment, cleaningShaft portion AdjustmentMain engine portion (piston, crank,etc)

Adjustment, cleaning

Fuel injection system Adjustment, cleaningGasket Need replacement or notAlternator Functioning or not

2. Pump Daily Vibration Abnormal vibration or not equipment Daily Noise Abnormal noise or not

Daily Water leakage Small scale or large scale. Need repair or not.Daily Bearing Greasing

Monthly Appearance Need re-painting or not, Need repair or notMonthly Loose bolts Tighten all bolts and nutsMonthly Coupling rubber wear Need replacement or not

Annually Gland packing wear condition Need replacement or notAnnually Shaft center misalignment AdjustmentAnnually Paint condition Need re-painting or not

3.Others Daily Conditions of strainer. Clogged or not. CleaningDaily Conditions of suction pipe Damaged or not. Water leakage.

2) Maintenance Work Training for maintenance work was carried on following items.

6. Outcomes of the training

7. Farmers' Group Opinion/Suggestion/Question

8. Recommendation for Farmers' Group by Study Team

- Maintenance work for engine and pump - Maintenance work for canal system

- To obtain skill and knowledge on maintenance work for engine and pump - To obtain skill and knowledge on maintenance work for canal system - To obtain skill and knowledge on maintenance work for pipeline system

- Maintenance work for pipeline system

Farmers: How they repair or clean the altornator and starter motor?

Study Team: Study Team demonstrated how to do that.

Study Team: Those works should be done by a mechanic. Farmers are advised to call mechanic of ADD. Farmers: How to deceleration and acceleration of the engine?

Farmers: Is it better to replace PVC pipe of gully crossing to aluminum pipe to avoid daage by UV and to strengthen. Study Team: It is better to install additional aluminum pipe to increase flow capacity. Farmers: Is it better to dig out the pipes and place them on the surface?. Study Team: If it is fixed to the ground, it is possible. However it is not recommendable because of safety of pipes.

- To keep operation and maintenance record. - To protect foundation of gully crossing with clay plastering. - To excavate drain ditch at gully crossing in order to avoid running water scour the foundation of canal.. Farmers agreed to try to do above items.

3-28

Page 32: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Training Report Chiwoza Dam 29/18

1. Name of Scheme Chiwoza Dam Irrigation Scheme (Kas-46)2. Date 24-Jun-083. Place of Worshop Chiwoza Dam Irrigation Scheme Site4. Attendants 1) JICA Study Team Engineer (1), C/P (1) 2) DoI Staff Mechanic of DoI Workshop (1) 3) Farmers Committee F(6), M(3) 4) AEDO/AEDC AEDO 5) IO from DAO AIO. Kasungu DAO (1)5. Outline of Training 1) Inspection Training for inspection was carried out accoding to following check list.

Item Frequency Point to be checked Findings1. Reservoir Daily Water level Elevation

Annually Sediment Depth

2. Spillway Annually Crack or damage of stone masonry Small scale or large scale. Need repair or notAt after

every flood Erosion at abutment Need repair or protection or not

At afterevery flood Erosion at downstream Need repair or protection or not

At flood Flow capacity Enough or not (at flood time)At flood Flow condition at flood Stable or notAnnually Conditions of channel Damage, weeds etc.

3. Dam Monthly Crack at embankment If there is, consult with irrigation engineer. embankment Monthly Erosion of embankment Small scale or large scale. need repair immediately or

Monthly Collapse of embankment Small scale or large scale. need repair immediately or

Monthly Water leakage at down stream Small scale or large scale. expanding or not. Need repairimmediately or not.

4. Intake and Annually Sediment If it is a lot to affect intake pipe, it shall be removed. outlet Daily Trash If it is a lot to affect intake pipe, it shall be removed.

Daily Function Functioning or not.

5. Others Daily Water quality Affect to crops or not.

Item Frequency Point to be checked Findings1. Brick or Daily Water flow conditions Smooth or not concrete Monthly Crack or damage Small scale or large scale. Need repair or not lined canal Annually Conditions of drain ditch (along the

main canal) Functioning or not. Need excavation or not.

Monthly Sediment Small scale or large scale. Need removal or notMonthly Weeds A lot or a few. Need clearing or not.

2. Earth canal Daily Water flow condition Smooth or notMonthly Cross section area Enough cross section or notMonthly Erosion Need repair or notMonthly Weeds Need clearing or not

3. Road Daily Water flow conditions Smooth or not crossing and Monthly Sediment Small scale or large scale. Need removal or not gully crossing Monthly Crack or damage Small scale or large scale. Need repair or not

Daily Trash If it is a lot to block pipe, it shall be removed

4. Structures Daily Water flow conditions Smooth or not (division box, Monthly Sediment Small scale or large scale. Need removal or not drop box Monthly Crack or damage Small scale or large scale. Need repair or not turnout) Monthly Conditions of stop log Need repair or not

5. Others

Item Frequency Point to be checked Findings1. River Daily Water flow conditions Stable or not, flood, rich or drought conditions Daily Water level Elevation

Daily Conditions of intake point Enough depth or not, Any obstruction.

2. Pipes Monthly Crack or damage Small scale or large scale. Need repair or replacement.Monthly Water leakage Small scale or large scale. Need repair or replacement.

3.. Discharge Daily Water flow conditions Smooth or not

Table A3-4 (3/9) Training Report on O&M of Irrigation Fcailities (Chiwoza Dam)

a) Maintenance Check List for Water Impounding Dam

b) Maintenance Check List for Canal System

c) Maintenance Check List for Pipeline System

3-29

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Training Report Chiwoza Dam 30/18

box Monthly Sediment Small scale or large scale. Need removal or notMonthly Crack or damage Small scale or large scale. Need repair or notMonthly Conditions of stop log and groove Need repair or not

4. Others

Item Frequency Point to be checked Findings1. Diesel Daily Appearance Need re-painting or not, Neede repair or not, Cleaning engine Daily Engine oil Enough or not

Daily Fuel tank Enough fuel or notDaily Noise Abnormal noise or notDaily Vibration Abnormal vibration or notDaily Oil and fuel leakage Any leakage

Monthly Various bolts for loosening Tighten all bolts and nutsMonthly Vent hole in the fuel tank cap CleaningMonthly Battery Water level Monthly Fuel tank CleaningMonthly Fuel filter Cleaning

Annually Engine oil filter element ReplacementAnnually Fuel filter element Cleaning or replacementAnnually Engine oil ReplacementAnnually Paint condition Need re-painting or notAnnually Air cleaner Cleaning or replacementAnnually Fan Velt Adjustment tension, Worn out or not

Cylinder head portion(nozzle, valves Adjustment, cleaningShaft portion AdjustmentMain engine portion (piston, crank, Adjustment, cleaningFuel injection system Adjustment, cleaningGasket Need replacement or notAlternator Functioning or not

2. Pump Daily Vibration Abnormal vibration or not equipment Daily Noise Abnormal noise or not

Daily Water leakage Small scale or large scale. Need repair or not.Daily Bearing Greasing

Monthly Appearance Need re-painting or not, Need repair or notMonthly Loose bolts Tighten all bolts and nutsMonthly Coupling rubber wear Need replacement or not

Annually Gland packing wear condition Need replacement or notAnnually Shaft center misalignment AdjustmentAnnually Paint condition Need re-painting or not

3.Others Daily Conditions of strainer. Clogged or not. CleaningDaily Conditions of suction pipe Damaged or not. Water leakage.

2) Maintenance Work Training for maintenance work was carried on following items.

6. Outcomes of the training

7. Farmers' Group Opinion/Suggestion/Question

8. Recommendation for Farmers' Group by Study Team

9. Others

d) Maintenance Check List for Pump and Engine

Farmers: What to do with the crack on the dam embankment on the right side? Study Team: The part is low and need embankment and compaction.

- Maintenance work for engine and pump

- Maintenance work for canal system - Maintenance work for pipeline system

- To obtain skill and knowledge on maintenance work for engine and pump

- To excavate reservoir and use excavated material to raise embankment. Farmers agreed to try to do above items.

- To keep operation and maintenance record.

- Maintenance work for water impounding dam

- To obtain skill and knowledge on maintenance work for water impounding dam

- Spillway elevation shall not be raised any more.

- To obtain skill and knowledge on maintenance work for canal system - To obtain skill and knowledge on maintenance work for pipeline system

Farmers: How to minimize erosin at turnouts? Study Team: To provide dry brick laying drop structure.

3-30

Page 34: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Training Report Kachere No.1 31/18

1. Name of Scheme Kachere Irrigation Scheme (Ma-1)2. Date 10-Jul-083. Place of Worshop Kachere Irrigation Scheme Site4. Attendants 1) JICA Study Team C/P (1) 2) DoI Staff Mechanic (Mr, Phiri) 3) Farmers Committee F(0 M(4) 4) AEDO/AEDC AEDO 5) IO from DAO -5. Outline of Training 1) Inspection

a. Pump and Engine systemb. Pipeline systemc. Canal system

Item Frequency Point to be checked Findings1. Brick or Daily Water flow conditions Smooth concrete Monthly Crack Small scale. Need repair lined canal Annually Conditions of drain ditch (along the main canal) Not Functioning. Need excavation.

Monthly Sediment Small scale or large scale. Need removal or notMonthly Weeds A lot or a few. Need clearing or not.

2. Earth canal Daily Water flow conditionMonthly Cross section areaMonthly ErosionMonthly Weeds

3. Road Daily Water flow conditions crossing and Monthly Sediment gully crossing Monthly Crack or damage

Daily Trash

4. Structures Daily Water flow conditions Not Functioning as irrigation has not started. (division box, Monthly Sediment drop box Monthly Crack or damage turnout) Monthly Conditions of stop log

5. Others

Item Frequency Point to be checked Findings1. River Daily Water flow conditions Stable and rich conditions Daily Water level staff gauge destroyed by by water, but to be replaced

Daily Conditions of intake point Enough depth.

2. Pipes Monthly Crack or damage noneMonthly Water leakage none

3.. Discharge Daily Water flow conditions no irrigation taking place box Monthly Sediment Small scale. Need removal

Monthly Crack or damage noneMonthly Conditions of stop log and groove need no repair

4. Others

Item Frequency Point to be checked Findings1. Diesel Daily Appearance Needs Cleaning engine Daily Engine oil Enough

Daily Fuel tank no fuel has been purchased yetDaily Noise none according farmersDaily Vibration none according farmersDaily Oil and fuel leakage diesel filter seal needs replacing

Monthly Various bolts for loosening some bolts and nuts were tightened

Training for inspection was carried out accoding to following check list.

Table A3-4 (4/9) Training Report on O&M of Irrigation Fcailities (Kachere No.1)

a) Maintenance Check List for Canal System

b) Maintenance Check List for Pipeline System

c) Maintenance Check List for Pump and Engine

3-31

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Training Report Kachere No.1 32/18

Monthly Vent hole in the fuel tank cap CleanMonthly Battery no battery requiredMonthly Fuel tank presently cleanMonthly Fuel filter presently clean

Annually Engine oil filter element not requiredAnnually Fuel filter element OkAnnually Engine oil OkAnnually Paint condition no painting requiredAnnually Air cleaner Cleaning Annually Fan velt Adjust tension, Worn out or not

Cylinder head portion(nozzle, valves Adjustment, cleaningShaft portion AdjustmentMain engine portion (piston, crank, etc) Adjustment, cleaningFuel injection system Adjustment, cleaningGasket Need replacement or notAlternator functioning or notOthers

2. Pump Daily Vibration None equipment Daily Noise None

Daily Water leakage leaking on the gland packing. Farmer breaks thebracket holding the grand packing to the impeller

Daily Bearing Needs Greasing

Monthly Appearance noneMonthly Loose bolts some needs tighteningMonthly Coupling rubber wear No

Annually Gland packing wear condition Needs checking because it is leakingAnnually Shaft center misalignment No Adjustment requiredAnnually Paint condition No

3.Others Daily Conditions of strainer. OkDaily Conditions of suction pipe Ok

2) Maintenance Work Training for maintenance work was carried on following items.

6. Outcomes of the training

7. Farmers' Group Opinion/Suggestion/Question

9. Others

- Maintenance work for Pipeline system

- To obtain skill and knowledge on maintenance work for Pipeline system

- Maintenance work for canal system

- Maintenance work for pump and engine

-Use of sand bags on the division boxes to block water not canal soil to prevent erosion

During the training session farmer breaks the bracket holding the grand packing while tightening it.

Mechanic: Absolutly No because the paste might damage the diesel injector pump

Farmers: what causes engine revolution to maximize or minimize

-Farmers should a protection bund on the upland of the main canal. -They should add more oil to the air cleaner before running the engine.

Farmers: when to replace diesel filter Mechanic: when the engine is jerking while running and also replace filter annually or after six months depending on irrigation ho

Mechanic: unneccesary adjustment of of the accelerator throttle knob by either children or adults8. Recommendation for Farmers' Group by Counterpart

Farmers: worry concerns on the diesel filter seal as it has been leaking for a long time and causes a lot of fuel wastage Counterpart: Mechanic said that the only solution is to replace with a new seal. Farmers: Is it possible to use car bostic paste on the seal?

- To obtain skill and knowledge on maintenance work for pump and engine

- To obtain skill and knowledge on maintenance work for canal system

3-32

Page 36: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Training Report Kachere No.2 33/18

1. Name of Scheme Kachere Irrigation Scheme (Ma-1)2. Date 23-Aug-083. Place of Worshop Kachere Irrigation Scheme Site4. Attendants 1) JICA Study Team Monitoring Engineer 2) DoI Staff Mechanic (Mr, Phiri) 3) Farmers Committee F(8 M(14) 4) Pump operators M(5) 5) AEDO/AEDC Absent 6) IO from DAO Absent5. Outline of Training

(1)Pump operation

Item Frequency Point to be checked Findings

1. Brick or Daily Water flow conditions Not used, farmers requested for special supervisionfrom the Study Team Engineers for this.

concrete Monthly Crack Small scale at canal base. Need repair lined canal Annually Conditions of drain ditch (along the main canal) Not Functioning. Need excavation.

Monthly Sediment Small scale, Need removal Monthly Weeds A few, Need clearing.

2. Earth canal Daily Water flow condition Not started using yetMonthly Cross section areaMonthly ErosionMonthly Weeds

3. Road Daily Water flow conditions crossing and Monthly Sediment gully crossing Monthly Crack or damage

Daily Trash

4. Structures Daily Water flow conditions Not used (division box, Monthly Sediment drop box Monthly Crack or damage turnout) Monthly Conditions of stop log

5. Others

Item Frequency Point to be checked Findings1. River Daily Water flow conditions Stable conditions Daily Water level dropping

Daily Conditions of intake point Enough depth.

2. Pipes Monthly Crack or damage Small scale, need replacementMonthly Water leakage not traced yet

3.. Discharge Daily Water flow conditions no irrigation taking place box Monthly Sediment Small scale. Need removal

Monthly Crack or damage noneMonthly Conditions of stop log and groove need no repair

4. Others

Item Frequency Point to be checked Findings1. Diesel Daily Appearance Needs Cleaning engine Daily Engine oil Enough

Daily Fuel tank Enough fuelDaily Noise NormalDaily Vibration NormalDaily Oil and fuel leakage small scale, needs sealing

Monthly Various bolts for loosening some bolts and nuts were tightenedMonthly Vent hole in the fuel tank cap CleanMonthly Battery no battery requiredMonthly Fuel tank presently cleanMonthly Fuel filter presently clean

Table A3-4 (5/9) Training Report on O&M of Irrigation Fcailities (Kachere No.2)

a) Maintenance Check List for Canal System

b) Maintenance Check List for Pipeline System

Training for pump operation when farmer group first operated a pump for dry season maize wasstarted.

c) Maintenance Check List for Pump and Engine

3-33

Page 37: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Training Report Kachere No.2 34/18

Annually Engine oil filter element not requiredAnnually Fuel filter element OkAnnually Engine oil OkAnnually Paint condition no painting requiredAnnually Air cleaner Cleaning Annually Fan velt

Cylinder head portion(nozzle, valvesShaft portionMain engine portion (piston, crank, etc)Fuel injection systemGasketAlternatorOthers

2. Pump Daily Vibration None equipment Daily Noise None

Daily Water leakage noneDaily Bearing Needs Greasing

Monthly Appearance noneMonthly Loose bolts noneMonthly Coupling rubber wear No

Annually Gland packing wear condition fineAnnually Shaft center misalignment No Annually Paint condition No

3.Others Daily Conditions of strainer. OkDaily Conditions of suction pipe Ok

(2) Technical pump check up: Training for pump check up and care before and after operation was conducted.

6. Outcomes of the training

-Farmers knew the importance of water in the supply pipe before starting the engine.

-Farmers knew how to check if diesel is being pumped or not.

7. Farmers' Group Opinion/Suggestion/Question

9. OthersPlanting starts on Monday 25th August 2008.

- Recording of all pump proceedings. - Stabalising the engine position and continuous supervision at the engine site. - Oil and fuel check up need illustrated. -Water availability in the supply pipe before starting the engine.

Farmers worry about the engine breaking sound some seconds after starting was responded to by the mechanic as some signs of airlocFarmers are not comfortable with the canal structure, looking dip as compared to Chiwozas and fear will consume a lot of fuel to use itFarmers agreed not to use the canal structure but improvise their own earth canal to used during this dry planting.

-Farmers knew how to check all necessary pump parts before operation

- Farmers knew how to operate the engine

- Farmers knew how to record all pump expenditures in irrigation period

All pipes should be taken care of in changing to reduce damages.

The Delivery pipe was changed from one pump to the other because the former pipe could not hold the leaflet well.

Pipes alined from the intake direct to the lined canal will be removed and used to deliver water to earth canals.

Farmers minds are already set on using earth canal to save fuel hence advised to do so but still care for the lined canal.Farmers should find enough fuel to test the lined canal before making conclusions that it can not work.

8. Recommendations

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Training Report Titukulane 35/18

1. Name of Scheme Titukulane Irrigation Scheme (Kas-47)2. Date 2-Jul-083. Place of Worshop Titukulane Irrigation Scheme Site4. Attendants 1) JICA Study Team Engineer (1), C/P (1) 2) DoI Staff - 3) Farmers Committee F(0), M(6) 4) AEDO/AEDC - 5) IO from DAO -5. Outline of Training 1) Inspection Training for inspection was carried out accoding to following check list.

Item Frequency Point to be checked Findings1. River Daily Water level Elevation, Enough or not. conditions Daily Water flow conditions Stable or not. Flood, Rich or Drought.

Daily Sediment If it is a lot to affect intake, it shall be removed.Water quality, flotage etc.

2. Weir Annually Crack or damage of stone masonry Small scale or large scale. Need repair or notAt after Erosion at abutment Need repair or protection or not

Annually Water leakage Small scale or large scale. Need repair or notAnnually Riverbed scouring at downstream Need protection or not

Daily Sediment If it is a lot to affect intake, it shall be removed.Annually Damage of gabion Small scale or large scale. Need repair or notAnnually Subsidence and deformation of gabion Stable or not. Need repair or not.

3. Intake Annually Crack or damage of stone masonry Small scale or large scale. Need repair or notDaily Sediment If it is a lot to affect intake pipes, it shall be removed.Daily Trash If it is a lot to block intake pipes, it shall be removedDaily Water level Enough or not

Monthly Damage of pipes Need repair or not.Daily Function Functioning or not.

4. Others Monthly Conditions of stop log Need repair or not.Monthly Conditions of gate Need painting, reapir or not.

Protection bund Collapse or erosion. Need repair or not.

Item Frequency Point to be checked Findings1. Brick or Daily Water flow conditions Smooth or not concrete Monthly Crack or damage Small scale or large scale. Need repair or not lined canal Annually Conditions of drain ditch (along the

main canal)Functioning or not. Need excavation or not.

Monthly Sediment Small scale or large scale. Need removal or notMonthly Weeds A lot or a few. Need clearing or not.

2. Earth canal Daily Water flow condition Smooth or notMonthly Cross section area Enough cross section or notMonthly Erosion Need repair or notMonthly Weeds Need clearing or not

3. Road Daily Water flow conditions Smooth or not crossing and Monthly Sediment Small scale or large scale. Need removal or not gully crossing Monthly Crack or damage Small scale or large scale. Need repair or not

Daily Trash If it is a lot to block pipe, it shall be removed

4. Structures Daily Water flow conditions Smooth or not (division box, Monthly Sediment Small scale or large scale. Need removal or not drop box Monthly Crack or damage Small scale or large scale. Need repair or not turnout) Monthly Conditions of stop log Need repair or not

5. Others

Table A3-4 (6/9) Training Report on O&M of Irrigation Fcailities (Titukulane)

a) Maintenance Check List for River Diversion Weir

b) Maintenance Check List for Canal System

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Training Report Titukulane 36/18

Item Frequency Point to be checked Findings1. River Daily Water flow conditions Stable or not, flood, rich or drought conditions Daily Water level Elevation

Daily Conditions of intake point Enough depth or not, Any obstruction.

2. Pipes Monthly Crack or damage Small scale or large scale. Need repair or replacement.Monthly Water leakage Small scale or large scale. Need repair or replacement.

3.. Discharge Daily Water flow conditions Smooth or not box Monthly Sediment Small scale or large scale. Need removal or not

Monthly Crack or damage Small scale or large scale. Need repair or notMonthly Conditions of stop log and groove Need repair or not

4. Others

2) Maintenance Work Training for maintenance work was carried on following items.

6. Outcomes of the training

7. Farmers' Group Opinion/Suggestion/Question

8. Recommendation for Farmers' Group by Study Team

9. Others

c) Maintenance Check List for Pipeline System

- Maintenance work for weir and intake - Maintenance work for canal system - Maintenance work for pipeline system

- To obtain skill and knowledge on maintenance work for weir and intake - To obtain skill and knowledge on maintenance work for canal system - To obtain skill and knowledge on maintenance work for pipeline system

Farmers: In rainy season, big stones hit the weir and damage it. In that case, will JICA assist us? Study Team: Maintenance work shall be done by farmers. Farmers: Children sometimes throw stones and damage the pipes. Study Team: Pipes shall be covered with soil and vegetation shall be provided to protect them.

- Some parts of main canal have not enough cross section area. Those parts shall be excavated. - From upstream of gully crossing No.2 to downstream end of the main canal, water has not been supplied. The condition

Farmers plan to replace manmade-cliff-canal to pipline or stone masonry.

Study team instructed how to flash pipes.

and function of the canal shall be checked supplying water. - Left side abutment of the weir is not so strong as right side. Farmers need take care of it. - Water being conveyed at the intake into the canal is enough to irrigate whole scheme.

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Training Report Chaseta 37/18

1. Name of Scheme Chaseta Irrigation Scheme (Li-2)2. Date 1-Jul-083. Place of Worshop Chaseta Irrigation Scheme Site4. Attendants 1) JICA Study Team Engineer (1) 2) DoI Staff Mechanic of DoI Workshop (1) 3) Farmers Committee F(20), M(19) 4) AEDO/AEDC AEDO. (1) 5) IO from DAO AIO. Lilongwe DAO (1)5. Outline of Training 1) Inspection Training for inspection was carried out accoding to following check list.

Item Frequency Point to be checked Findings1. Brick or Daily Water flow conditions Smooth or not concrete Monthly Crack or damage Small scale or large scale. Need repair or not lined canal Annually Conditions of drain ditch (along the

main canal) Functioning or not. Need excavation or not.

Monthly Sediment Small scale or large scale. Need removal or notMonthly Weeds A lot or a few. Need clearing or not.

2. Earth canal Daily Water flow condition Smooth or notMonthly Cross section area Enough cross section or notMonthly Erosion Need repair or notMonthly Weeds Need clearing or not

3. Road Daily Water flow conditions Smooth or not crossing and Monthly Sediment Small scale or large scale. Need removal or not gully crossing Monthly Crack or damage Small scale or large scale. Need repair or not

Daily Trash If it is a lot to block pipe, it shall be removed

4. Structures Daily Water flow conditions Smooth or not (division box, Monthly Sediment Small scale or large scale. Need removal or not drop box Monthly Crack or damage Small scale or large scale. Need repair or not turnout) Monthly Conditions of stop log Need repair or not

5. Others

Item Frequency Point to be checked Findings1. River Daily Water flow conditions Stable or not, flood, rich or drought conditions Daily Water level Elevation

Daily Conditions of intake point Enough depth or not, Any obstruction.

2. Pipes Monthly Crack or damage Small scale or large scale. Need repair or replacement.Monthly Water leakage Small scale or large scale. Need repair or replacement.

3.. Discharge Daily Water flow conditions Smooth or not box Monthly Sediment Small scale or large scale. Need removal or not

Monthly Crack or damage Small scale or large scale. Need repair or notMonthly Conditions of stop log and groove Need repair or not

4. Others

Item Frequency Point to be checked Findings1. Diesel Daily Appearance Need re-painting or not, Neede repair or not, Cleaning engine Daily Engine oil Enough or not

Daily Fuel tank Enough fuel or notDaily Noise Abnormal noise or notDaily Vibration Abnormal vibration or notDaily Oil and fuel leakage Any leakage

Monthly Various bolts for loosening Tighten all bolts and nutsMonthly Vent hole in the fuel tank cap CleaningMonthly Battery Water level

Table A3-4 (7/9) Training Report on O&M of Irrigation Fcailities (Chaseta)

a) Maintenance Check List for Canal System

b) Maintenance Check List for Pipeline System

c) Maintenance Check List for Pump and Engine

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Training Report Chaseta 38/18

Monthly Fuel tank CleaningMonthly Fuel filter Cleaning

Annually Engine oil filter element ReplacementAnnually Fuel filter element Cleaning or replacementAnnually Engine oil ReplacementAnnually Paint condition Need re-painting or notAnnually Air cleaner Cleaning or replacementAnnually Fan Velt Adjustment tension, Worn out or not

Cylinder head portion(nozzle, valves Adjustment, cleaningShaft portion AdjustmentMain engine portion (piston, crank, etc) Adjustment, cleaningFuel injection system Adjustment, cleaningGasket Need replacement or notAlternator Functioning or not

2. Pump Daily Vibration Abnormal vibration or not equipment Daily Noise Abnormal noise or not

Daily Water leakage Small scale or large scale. Need repair or not.Daily Bearing Greasing

Monthly Appearance Need re-painting or not, Need repair or notMonthly Loose bolts Tighten all bolts and nutsMonthly Coupling rubber wear Need replacement or not

Annually Gland packing wear condition Need replacement or notAnnually Shaft center misalignment AdjustmentAnnually Paint condition Need re-painting or not

3.Others Daily Conditions of strainer. Clogged or not. CleaningDaily Conditions of suction pipe Damaged or not. Water leakage.

2) Maintenance Work Training for maintenance work was carried on following items.

6. Outcomes of the training

7. Farmers' Group Opinion/Suggestion/Question

8. Recommendation for Farmers' Group by Study Team

9. Others

- Maintenance work for engine and pump - Maintenance work for canal system - Maintenance work for pipeline system

- To keep operation record so that they find service time for the engine. - To provide vegetation on the slope surface along the canal.

Farmers: Filling station to ensure quality of diesel.

- To obtain skill and knowledge on maintenance work for pipeline system

Study Team: SAE 40 for deisel engine Study Team: Where do you buy diesel?

Farmers: Type of engine oil to be used?

- To obtain skill and knowledge on maintenance work for engine and pump - To obtain skill and knowledge on maintenance work for canal system

Farmers: How to blow the air element of the engine?

Study Team: Use rubber gaskets or gasket maker.

Study Team: Just blow it by using bicycle pump or by cleaning with diesel. Farmers: How to stop water leakage?

Many of the farmers attended the training and they understand maitenance work Not only operators but also some women got how to operate and maintain engine and pump.

- To complete excavation of earth canal. - To keep good maintenance to keep engine in good condition long time. - Maintenance tools shall be prepared by the farmers committee.

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Training Report Bawi 39/18

1. Name of Scheme Bawi Irrigation Scheme (Li-21)2. Date 28-Jun-083. Place of Worshop Bawi Irrigation Scheme Site4. Attendants 1) JICA Study Team Engineer (1), C/P (1) 2) DoI Staff - 3) Farmers Committee F(1), M(9) 4) AEDO/AEDC - 5) IO from DAO -5. Outline of Training 1) Inspection Training for inspection was carried out accoding to following check list.

Item Frequency Point to be checked Findings1. River Daily Water level Elevation, Enough or not. conditions Daily Water flow conditions Stable or not. Flood, Rich or Drought.

Daily Sediment If it is a lot to affect intake, it shall be removed.Water quality, flotage etc.

2. Weir Annually Crack or damage of stone masonry Small scale or large scale. Need repair or notAt after Erosion at abutment Need repair or protection or not

Annually Water leakage Small scale or large scale. Need repair or notAnnually Riverbed scouring at downstream Need protection or not

Daily Sediment If it is a lot to affect intake, it shall be removed.Annually Damage of gabion Small scale or large scale. Need repair or notAnnually Subsidence and deformation of Stable or not. Need repair or not.

3. Intake Annually Crack or damage of stone masonry Small scale or large scale. Need repair or notDaily Sediment If it is a lot to affect intake pipes, it shall be removed.Daily Trash If it is a lot to block intake pipes, it shall be removedDaily Water level Enough or not

Monthly Damage of pipes Need repair or not.Daily Function Functioning or not.

4. Others Monthly Conditions of stop log Need repair or not.Monthly Conditions of gate Need painting, reapir or not.

Protection bund Collapse or erosion. Need repair or not.

Item Frequency Point to be checked Findings1. Brick or Daily Water flow conditions Smooth or not concrete Monthly Crack or damage Small scale or large scale. Need repair or not lined canal Annually Conditions of drain ditch (along the

main canal)Functioning or not. Need excavation or not.

Monthly Sediment Small scale or large scale. Need removal or notMonthly Weeds A lot or a few. Need clearing or not.

2. Earth canal Daily Water flow condition Smooth or notMonthly Cross section area Enough cross section or notMonthly Erosion Need repair or notMonthly Weeds Need clearing or not

3. Road Daily Water flow conditions Smooth or not crossing and Monthly Sediment Small scale or large scale. Need removal or not gully crossing Monthly Crack or damage Small scale or large scale. Need repair or not

Daily Trash If it is a lot to block pipe, it shall be removed

4. Structures Daily Water flow conditions Smooth or not (division box, Monthly Sediment Small scale or large scale. Need removal or not drop box Monthly Crack or damage Small scale or large scale. Need repair or not turnout) Monthly Conditions of stop log Need repair or not

5. Others

Table A3-4 (8/9) Training Report on O&M of Irrigation Fcailities (Bawi)

a) Maintenance Check List for River Diversion Weir

b) Maintenance Check List for Canal System

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Training Report Bawi 40/18

2) Maintenance Work Training for maintenance work was carried on following items.

6. Outcomes of the training

7. Farmers' Group Opinion/Suggestion/Question

8. Recommendation for Farmers' Group by Study Team

9. Others

- Maintenance work for weir and intake

- To obtain skill and knowledge on maintenance work for canal system

- Maintenance work for canal system

- To obtain skill and knowledge on maintenance work for weir and intake

Farmers: Some farmers are doubting if their land will take over by GOM or JICA because of surveying. Study team: GoM and JICA will never take over their land. Farmers: How to protect No.5 main canal beginning point? Study Team: Final solution is stone masonry. It is recommended to maintain it every year.

Some parts of main canal have not enough cross section area. Those parts shall be excavated. Repair of water leaking at No.7 weir left abutment shall be done soon.

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Training Report Chibwana 41/18

1. Name of Scheme Chibwana Irrigation Scheme (Ma-1)2. Date 28-Jun-083. Place of Worshop Chibwana Irrigation Scheme Site4. Attendants 1) JICA Study Team Engineer (1), C/P (1) 2) DoI Staff - 3) Farmers Committee F(11), M(6) 4) AEDO/AEDC - 5) IO from DAO -5. Outline of Training 1) Inspection Training for inspection was carried out accoding to following check list.

Item Frequency Point to be checked Findings1. River Daily Water level Elevation, Enough or not. conditions Daily Water flow conditions Stable or not. Flood, Rich or Drought.

Daily Sediment If it is a lot to affect intake, it shall be removed.Water quality, flotage etc.

2. Weir Annually Crack or damage of stone masonry Small scale or large scale. Need repair or notAt after Erosion at abutment Need repair or protection or not

Annually Water leakage Small scale or large scale. Need repair or notAnnually Riverbed scouring at downstream Need protection or not

Daily Sediment If it is a lot to affect intake, it shall be removed.Annually Damage of gabion Small scale or large scale. Need repair or notAnnually Subsidence and deformation of Stable or not. Need repair or not.

3. Intake Annually Crack or damage of stone masonry Small scale or large scale. Need repair or notDaily Sediment If it is a lot to affect intake pipes, it shall be removed.Daily Trash If it is a lot to block intake pipes, it shall be removedDaily Water level Enough or not

Monthly Damage of pipes Need repair or not.Daily Function Functioning or not.

4. Others Monthly Conditions of stop log Need repair or not.Monthly Conditions of gate Need painting, reapir or not.

Protection bund Collapse or erosion. Need repair or not.

Item Frequency Point to be checked Findings1. Brick or Daily Water flow conditions Smooth or not concrete Monthly Crack or damage Small scale or large scale. Need repair or not lined canal Annually Conditions of drain ditch (along the

main canal)Functioning or not. Need excavation or not.

Monthly Sediment Small scale or large scale. Need removal or notMonthly Weeds A lot or a few. Need clearing or not.

2. Earth canal Daily Water flow condition Smooth or notMonthly Cross section area Enough cross section or notMonthly Erosion Need repair or notMonthly Weeds Need clearing or not

3. Road Daily Water flow conditions Smooth or not crossing and Monthly Sediment Small scale or large scale. Need removal or not gully crossing Monthly Crack or damage Small scale or large scale. Need repair or not

Daily Trash If it is a lot to block pipe, it shall be removed

4. Structures Daily Water flow conditions Smooth or not (division box, Monthly Sediment Small scale or large scale. Need removal or not drop box Monthly Crack or damage Small scale or large scale. Need repair or not turnout) Monthly Conditions of stop log Need repair or not

5. Others

Table A3-4 (9/9) Training Report on O&M of Irrigation Fcailities (Chibwana)

a) Maintenance Check List for River Diversion Weir

b) Maintenance Check List for Canal System

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Training Report Chibwana 42/18

2) Maintenance Work Training for maintenance work was carried on following items.

6. Outcomes of the training

7. Farmers' Group Opinion/Suggestion/Question

8. Recommendation for Farmers' Group by Study Team

9. Others

- Maintenance work for weir and intake - Maintenance work for canal system

- To obtain skill and knowledge on maintenance work for weir and intake - To obtain skill and knowledge on maintenance work for canal system

Farmers: Who will be responsible for water distribution. Study team: Water user's assosiation. Representatives of each block should discuss water schedule.

from what they have learned.

Secondary canal shall be cleaned to be functional. Farmers need to raise-up intake water level by placing sand bags or leaves and soil in front of gabion.

The training was good but the level of understanding was low as farmers were reluctant to explain what they understand

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1. Scheme NameContact person:

2. Location

Distance from Lilongwe:

3. Scheme Type4. Irrigation Service Area Current before rehab = 12.24 ha in dry s. Potential = 22 ha (A=8ha, B=14ha)

Scheme area in dry s. (irrigation) = 0.20 ha/farmerUpland area in wet s. (rain-fed) = 1.00 ha/farmer

5. Year Built & History

6. WUA1) Date of registration not yet Being applied as a water cooperative committee to M. of Trade & Commerce2) No. of members A=50, B=82 Men = A=30, B=36 Women = A=20, B=46 Chairman A: Mr. Voster Nyirongo3) No. of committee members EC-10 Men = 7 Women = 3 Chairman B: Mr. Bentley Gondene4) No. of villages & Name 5 Name:5) Name of TA/VHM/ethnic group Sub TA: Chisovya GVH: Mbazayao Ethnic: Tumbuka6) Irrigation service fee

Entry fee Bank account balance:Membership fee None 2 clubs (club-A for canal-A right bank, & club-B for canal-B left bank)

Irrigation fee MK300 /year - for winter season only, about 85% paid in 20077. Farming

1) Main crops & cropping patternWet (summer) crop

Dry (winter) crop

2) Crop data Dry 2008Area planted / harvested (ha) 22.10 22.00 16.09

Maize yield -hybrid / local (ton/ha) 5.30 4.70 Maize: 4.1Other crops (ton/ha) Green maize 1.40 Tobacco 2.41

Beans 0.60 Paprika 0.40 Beans: 2.50I. Potato 1.11 I. Potato: 4.2

3) Net Farm Income (MK/ha) 162,3298. Irrigation System

1) Water source Ruviri river, tributary of South Rukuru river2) Water availability Throughout of year3) Water delivery system4) Water distribution system

9. Natural Condition / ConstraintsFlood / soils / others: Soil type - clay loam Market day: Saturday at Mwangonga

10. Technical Feature1) Intake weir

2) Irrigation canal

Main canal:Secondary / tertiary canal:

Number of turn-outs:11. Rehabilitation Work

1) Work items2) Work & cost sharing Actual

1. Labor (unskilled) done2. Labor (skilled) done

3. Material (local) done4. Material (outside) done 15/75 1) JICA 239,000

5. Transportation (with driver) JICA 51%6. Fuel for transportation done 2) GOM 95,0007. Technical supervision done 20.3%

3) Other inputs 3) Farmer G. 134,0001. For farmers: done 29%

2. For AEDO, AEDC & IO: done Total (MK) 468,000(21,273 MK/ha)

4) Rehabilitation period Plan: Total days:Actual: Total days:

12. Note

DADO

Oct. - Nov. 2007Oct. 24 - Nov. 21

3 weeks from Oct. 234 weeks

Apr. - Oct.

communitysand, stone, bricks-13000 community

Inputs (planned) Undertaking (agreed)270 man-day community150 man-day

at 100m interval, earth

BM (Wet 2006/07) BM (Dry 2006) Wet 2007/08

For canal A (right bank) For canal B (left bank)

Intake weir - delivery pipeline - discharge box - main canal - turn-out - s. canal - farm inlet

Diversion weir (stone masonry) + intake box (stone masonry) + conveyance pipeline (L=350m, D=140mm, PVC + steel partially) + discharge box (stone masonry)

Rotational system, Canal A (3 blocks)- 1,2,3,1,2,3,off, Canal B (4 blocks)- 1,2,3,4,1+2,3+4,off

67,514

Lilongwe -(355km M1)- Mzuzu -(67km)- Rumphi DADO -(6km tarmac)- turn-off -(16km earth)- site

Maize, tobacco, paprika, beans

MRFC-A= MK15,000, B= MK10,000

main crop

None

Nov. - Mar.month

AEDO- Mr. Hara (08-567 609), AEDC-Mr. Charls Msowoya (09-622 282)

IO- Mr. Mbale, AIO- Mr. Kalua (cell 08-370550), AIO- Mr. Yafeti 09-226939ADADO- Mr. Munyenyemde (cell 08-523-543, 01-372256)Mzuzu ADD - Rumphi District - Mhuju EPA - Ngonga North Section

Farmer Group- Mr.Mtete (05-929260)

Mz-11 Bethani

Maize, green maize, vegetables

Maize: 2.6 Maize: 2.1114.00 12.24

Rumphi District

River diversion weir

Mbayazao, Ajuwiri, Amagawiro, Achiturika, Kamvuwi

In 2004, built under ADB support. System was made by consultants & contractor. Winter crop startedonly from 2005.

L=700m, earth canal

community-15 + JICA-95

Supervision tools, JICA - bicycles, etc.Working tools, community/JICA

5 boxes, brick masonry

L=1500m, earth canalat 100m interval, earth13 boxes, brick masonry

Table A3-5 (1/8) Profile of Verification Site - Mz-11 Bethani

AEDO/IO/Committee3 weeks

1) repair of diversion weir & intake box, 2) 6 turn-out boxes, 3) main canal - brick-lined 100m

Cost sharing (MK)

1 pick-up - for sanddiesel - 190 lit JICA

cement (110)

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1. Scheme NameContact person:

2. LocationDistance from Lilongwe:

3. Scheme Type4. Irrigation Service Area Current before rehab = 1.0 ha in dry s. by watering can Potential = 8 ha

Scheme area in dry s. (irrigation) = 0.075 ha/farmerUpland area in wet s. (rain-fed) = 0.72 ha/farmer (1.6 - 2 acre)

5. Year Built & History

6. WUA1) Date of registration2) No. of members 100 Men = 66 Women = 343) No. of committee members EC-10 Men = 7 Women = 3 Chairman: Mr. Hervert Matundu4) No. of villages & Name 5 Name:5) Name of TA/VHM/ethnic group TA: Maulawo GVH: Kanyemba Ethnic: Tumbuka (major), Tonga, Kalanga6) Irrigation service fee

Entry fee Bank account balance:Membership fee MK1,000 /member/season

7. Farming1) Main crops & cropping pattern

Wet (summer) cropDry (winter) crop

2) Crop data Dry 2008Area planted / harvested (ha) 6.23 5.25 5.16 / 2.77

Maize yield -hybrid / local (ton/ha) 4.60 1.40 Maize: 0Other crops (ton/ha) Tomato 2.80 S. potato 9.50 Tomato: 3.75

Beans 0.70 Beans 2.50 Beans: 0.403) Net Farm Income (MK/ha) 9,655

8. Irrigation System1) Water source Luwelezi river, tributary of Dwangwa river2) Water availability Available throughout of year3) Water delivery system

4) Water distribution system9. Natural Condition / Constraints

Flood / soils / others: Floods near to the stream in Jan-Feb. Sandy soil, Market day: None10. Technical Feature

1) Intake pump2) Sprinkler system (old)3) Canal system (new)

11. Rehabilitation Work1) Work items

2) Work & cost sharing Actual1. Labor (unskilled) done

2. Labor (skilled) done3. Material (local) done

4. Material (outside) done (5/85)5. Equipment (engine repair) done 1) JICA 362,000

6. Transportation (with driver) EPA+JICA 62%7. Fuel for transportation JICA 2) GOM 43,0008. Technical supervision done 7.4%

3) Other inputs 3) Farmer G. 175,0001. For farmers: done 30%

2. For AEDO, AEDC & IO: done Total (MK) 580,000(72,500 MK/ha)

4) Rehabilitation period Plan: Total days:Actual: Total days:

12. NoteAs of March 2009, FICA has tried to convert the pump irrigation system to a gravity fed system tapping water from 2-4 km upstream the stream.Alingnment susvey has been made.

Aug. 21 - Oct. 1530 days from Aug 24

Farmer Group- Mr. Chiukepo (08-141489)

Cost sharing (MK)

Maize: 2.8 Maize: 1.9

545 man-day

After rehab: to be rotational distribution through open canal.

monthMaize-beans mixed (rain-fed), tobacco, soybeans, cassava, sugarcane

May - Oct.

bricks-17700, sand-5m3

Undertaking (agreed)

Delivery pipe: aluminum D=140mm, Sprinkler set - not use after rehabilitation

Before rehab: stream water - M.pump - delivery pipe - sprinkler system - farmland,After rehab: stream water - M.pump - delivery pipe - discharge box - brick-lined canal - outlets - farmland

1) repair & test operation of pump & diesel engine, 2) discharge pipeline alumi. D=140mm L=200m &discharge box, 3) main canal - brick-lined L=300m

community

Beans, maize (dry / green), Irish potato, onion, tomato

8 weeks

Supervision tools, JICA - bicycles, etc.Working tools,

Aug. - Sept. 2007

Mz-4 Mantha Mzimba District

Nthazama, Malenga, Yaboko Moyo, Esau, Chakechake

In 2000, a pump and aluminium pipes for sprinkler system were donated by NGO Telefood, thenoperated only for 1 dry season in 2000. It was suspended due to failure in collection of diesel cost.

In 2000 at agricultural office (DADO)

Motorized pump with surface irrigation (pipeline + canal)

Mzimba DADO -(77km)- M1 turn-off at Kakuwale -(12km)- site at Luelezi river -(2km)- EPALilongwe -(133km)- Kasungu -(63km)- M1 turn-off at Kakuwale to Mantha site

AEDC- Mrs. J. Mwambongo (cell 08-645 778), AEDO- Mr. Mwambongo (08-562095)

DADO- Mrs. N.C. Mipand (08-850 849)IO of Mzimba DADO- Mr. Charles Banda (08-395 681, 01-342248)Mzuzu ADD - Mzimba District - Luwelezi EPA - Luwelezi Section

Delivery pipe (alumi. D=140mm, L=200m), + discharge box + brick-lined open canal

None

Dec. - Mar.

Stanbic -MK10,000

BM (Wet 2006/07) BM (Dry 2006) Wet 2007/08

main crop

30 days

8.30 1.00 (watering can)

community-10 + JICA-95community

spare parts, test operation DOI/JICAcement (105), PVC (3)

125 man-day community

Table A3-5 (2/8) Profile of Verification Site - Mz-4 Mantha

oxcart

community/EPA/JICA

community/EPA

19,336

not needed not neededAEDO/IO/Committee

1 portable pump (D=140mm) + diesel engine (41 HP) India made - repaired, suction pipe is okay.

Inputs (planned)

3-44

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1. Scheme NameContact person:

2. LocationDistance from Lilongwe:

3. Scheme Type4. Irrigation Service Area Current before rehab = 3.5 ha in dry s. Potential = 10 ha (Right-6 ha, Left-4 ha)

Scheme area in dry s. (irrigation) = 0.10 ha/farmerUpland area in wet s. (rain-fed) = 0.72 ha/farmer (1.6 - 2 acre)

5. Year Built & History

6. WUA1) Date of registration not yet2) No. of members 63 Men = 28 Women = 353) No. of committee members EC-10 Men = 5 Women = 5 Chairman: Mr. Gift Muyayi4) No. of villages & Name 11 Name:5) Name of TA/VHM/ethnic group TA: Chulu GVH: Chiwoza, Mr. Fecher Ethnic: Chewa/ Tumbka (major)6) Irrigation service fee

Entry fee Bank account balance:Irrigation fee MK30 /plot

7. Farming1) Main crops & cropping pattern

Wet (summer) cropDry (winter) crop

2) Crop data Dry 2008Area planted / harvested (ha) 5.93 5.78 5.08

Maize yield -hybrid / local (ton/ha) 4.05 - Maize: 4.2Other crops (ton/ha) Cabbage 11.25 Beans 2.10 Cabbage: 8.50

Tomato 1.50 Tomato 7.90 Tomato: 8.80Paprika 2.50 Paprika: 2.00

3) Net Farm Income (MK/ha) 188,0248. Irrigation System

1) Water source Chisuwe river, tributary of Dwangwa river2) Water availability Available up to Sept., in-flow water up to April3) Water delivery system

4) Water distribution system9. Natural Condition / Constraints

Flood / soils / others: Scarce in-flow water to dam after May. Sandy soil Market day: Wednesday10. Technical Feature

1) Earth dam

2) Motorized pump 1 pump x D=90mm x 10 HP, Q= 15 lit/sec, used since 2006 winter cropping.3) Treadle pump 25 T.pumps operational4) Intake facility Dam - outlet pipe (D=100mm, L=27m) - gate valve - PVC/flat pipes for delivery5) Irrigation canal

Main canal:

11. Rehabilitation Work

1) Work items

2) Work & cost sharing Actual1. Labor (unskilled) done

2. Labor (skilled) done3. Material (local) done

4. Material (outside) done (206) 1) JICA 729,0005. Transportation (with driver) done+JICA 56%

6. Fuel for transportation done 2) GOM 126,0007. Technical supervision done 9.6%

3) Other inputs 3) Farmer G. 455,0001. For farmers (tools): done 35%

2. For AEDO, AEDC & IO: done Total (MK) 1,310,000(131,000 MK/ha)

4) Rehabilitation period Plan: Total days:Actual: Total days:

12. Note

Farmer Group- Mr. Byton Banda (09-490603)

Cost sharing (MK)

Maize: 5.33.50

Maize: 1.43

(1) Dam water - gate valve - delivery pipes - farmland, (2) Dam water - M.pump - main canal brick-lined(R/L banks) - outlets - farmland, (3) Dug well - T.pumps - farmland,7-day interval for 5 irrigation blocks. Monday to Friday on irrigation for 1 day - 1block

7,595

1) de-silting from dam (200 m3), 2) repair of spillway (33 m3), 3) repair of main canal with brick-lined(100m), 2 drops & outlets.

Right bank (L=250m earth include L=71m brick-lined), left bank (250m earth) being improved byfarmers sometimes, Several outlets exist and improved.

diesel - 190 lit

Main problem is heavy siltation of dam thus continuous de-silting is needed in future.

Oct. 15 - Nov. 24 6 weeks

AEDO/IO/Committee

5 weeks from Oct. 12

farmer group

Oct. - Nov. 2007

Supervision tools, JICA - bicycles, etc.Working tools,

960 man-day

community/JICA

5 weeks

1 lorry -3 days

farmer group

BM (Wet 2006/07) BM (Dry 2006) Wet 2007/086.70

Kas-46 Chiwoza Dam Kasungu District

Water impounding dam (earth dam)

Chiwoza, Chitedze, Zolomondo, Chikuni, Chafwamba, and others

In July 1962, built the dam by Colonial governmentStarted with w/can, in 2000 provided treadle pumps by DANIDA, in 2006 got 1 motorized pump fromMASAF, GoM.

Lilongwe -(133km)- Kasungu - (in summer: 25km)- M1 turn-off at Mbhomwa -(19km earth)- EPA -(9km earth)- Site

AEDC- Mr. Baloy (cell 09-340 611), AAEDC/AEDO- Mr. Msunje (09-496699), Assist DADO Mr. Lungl

IO DADO- Mr. BGK Banda (09-283677), AIO Mr. Mabedi (09-479909), Miss Mtoso (09-885585)Kasungu ADD - Kasungu District - Chulu EPA - Chulu South Section

In winter route: Kasungu -(3km)- M1 turn-off -(26km earth)- Site -(9km earth)- EPA

farmer group + JICAsand, bricks, stones

main cropNov. - Mar. Maize, tomato, beans, tobaccoApril - Oct.

cement (165), PVC pipes (2)

Dam length L=100m, heavily silted, 2 spillways (mechanical & emergency) repaired, outlet pipe repaired,gate valve being functioned.

Green maize, cabbage, tomato, paprika, other vegetables

Table A3-5 (3/8) Profile of Verification Site - Kas-46 Chiwoza Dam

JICA

MK1500 OIBM- MK32,000

month

108 man-day farmer group

DADO

Inputs (planned) Undertaking (agreed)

3-45

Page 49: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

1. Scheme NameContact person:

2. Location

Distance from Lilongwe:

3. Scheme Type4. Irrigation Service Area Current before rehab = 0.0 ha in dry s. Potential = 6.4 ha

Scheme area in dry s. (irrigation) = 0.10 ha/farmerUpland area in wet s. (rain-fed) = 2.80 ha/farmer (3-4 acre) + 0.10 ha in Dambo area

5. Year Built & History

6. WUA1) Date of registration not yet2) No. of members 100 Men = 60 Women = 403) No. of committee members 12 Men = 8 Women = 4 Chairman: Mr. Fordson Phiri4) No. of villages & Name 11 Name:5) Name of TA/VHM/ethnic group TA: Chambwe (Sub TA) GVH: Nkokotere Ethnic: Chewa6) Irrigation service fee

Entry fee Bank account balance:Membership fee MK500 /year

7. Farming1) Main crops & cropping pattern

Wet (summer) cropDry (winter) crop

2) Crop data Dry 2008Area planted / harvested (ha) 1.26 1.26 3.17

Maize yield -hybrid / local (ton/ha) 5.20 2.40 Maize: 4.0Other crops (ton/ha) (None) Tomato: 7.70

3) Net Farm Income (MK/ha) 105,9808. Irrigation System

1) Water source Direct from Bua river2) Water availability Throughout of year3) Water delivery system

4) Water distribution system9. Natural Condition / Constraints

Flood / soils / others: Floods & swamped near to Bua river in wet season. Market day: at Chambwe10. Technical Feature

1) Intake pump

2) Irrigation canalDelivery pipeline:

Main canal: Brick-lined open canal11. Rehabilitation Work

1) Work items

2) Work & cost sharing Actual1. Labor (unskilled) done

2. Labor (skilled) done3. Material (local) done

4. Material (outside) done(10/100)5. Equipment (repair) done 1) JICA 432,000

6. Transportation (with driver) JICA 46%7. Fuel for transportation done 2) GOM 56,0008. Technical supervision done 5.9%

3) Other inputs 3) Farmer G. 460,0001. For farmers: done 49%

2. For AEDO, AEDC & IO: done Total (MK) 948,000(148,125 MK/ha)

4) Rehabilitation period Plan: Total days:Actual: Total days:

12. Note

Working tools,

community

lorry - 6 daysDOI/JICAcommunity-10 + JICA-45

ADDparts, test operation

30 days from Aug. 22

Supervision tools, JICA - bicycles, etc.

Aug. - Sept. 2007Aug. 18 - Oct. 11

Cost sharing (MK)bricks-18500, sand-4.2 m3

diesel - 100 lit

cement (55), PVC pipe (38)

community/JICA

AEDO/IO/CommitteeJICA

30 days

Wet 2007/08

AEDO- Mr. P.D. Matatiyo (cell 09-318 057), AEDC- Mr. N.A. Mbale (cell 09-448308)

IO DADO- Mr. BGK Banda (09-283677), AIO Mr. Mabedi (09-479909), Miss Mtoso (09-885585)

750 man-day community

Nov - MarMay - Nov.

Maize (rain-fed), planted area is minimal due to water-loggingmonth

PVC pipes (D=90mm, L=138m - 23 pc x 6m)

MK100

2.30BM (Wet 2006/07) BM (Dry 2007)

After rehab: to be rotational distribution through open canal.

65 man-day community

0.000.00

1) repair 2 engines, 2) discharge pipeline L=180m, 3) 2 discharge boxes with brick masonry, 4) repair ofmain canal with brick-lined L=300m

0

Maize: 2.8

Kas-40 Kachere Kasungu District

Motorized pump with pipeline / surface irrigation

Nkokotere, Esav, Udungama, Mthupi, etc.

Only registered to DADO office as Irrigation Club

In 2006, supported by MASAF through District Assembly for 2 pumps together with starter packs fordiesel, seeds & fertilizer. Only after one dry season operation in 2006, two pumps were broken down.

Lilongwe -(133km M1)- Kasungu DADO -(2km M18)- M18 turn-off -(7km)- end tarmac -(19km earththru Kadifula)- Chambwe -(3km)- site

Farmer Group- TA Chambwe (04-030057), Mr. Duncan (05-382390)

Kasungu ADD - Kasungu District - Chipala EPA - Kadifula Section

Alternative: M1 Madisi turn-off -(32km earth thru Bowe & BUA bridge) - Chambwe - (3km) - site

Table A3-5 (4/8) Profile of Verification Site - Kas-40 Kachere

4 weeks

Only one winter cropping in 2006 was practiced with 2 pumps, thus farmers are not familiarized yet in irrigated agriculture particularly in pumpoperation and water distribution.

OIPM - MK2,320

Undertaking (agreed)

2 portable pumps (D=90mm) + diesel engine (10HP, 1500rpm), Q= 15 lit/sec, Fuel consumption= 2.5lit/hr, Valliant-India made. Both of them were repaired.

Inputs (planned)

main crop

Maize 75%, others 25% - Irish potato, tomato, onion, cabbage

Bua river - 2 M.pumps - 2 pipelines - 2 discharge boxes - main canal (brick-lined) - turn-outs - farmdiches (earth) - farmland

3-46

Page 50: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

1. Scheme NameContact person:

2. Location

Distance from Lilongwe:

3. Scheme Type4. Irrigation Service Area Current before rehab = 1.0 ha in dry s. Potential = 7 ha

Scheme area in dry s. (irrigation) = 0.10 ha/farmerUpland area in wet s. (rain-fed) = 1.00 ha/farmer

5. Year Built & History

6. WUA1) Date of registration not yet2) No. of members 64 Men = 54 Women = 103) No. of committee members EC-10 Men = 6 Women = 4 Chairman: Mr. Goriati Nyoawe4) No. of villages & Name Name:5) Name of TA/VHM/ethnic group TA: Maskambewa GVH: Kalikwembe Ethnic: Chewa6) Irrigation service fee

Entry fee Bank account balance:Membership fee MK100/year Saving Bank Dowa

7. Farming1) Main crops & cropping pattern

Wet (summer) cropDry (winter) crop

2) Crop data Dry 2008Area planted / harvested (ha) 5.90 5.90 8.01

Maize yield -hybrid / local (ton/ha) 2.50 1.30 Maize: 4.0Other crops (ton/ha) I.potato 4.50 Tobacco 1.23 Tomato: 7.35

S. potato 4.80 I. Potato: 2.70Ground nuts 0.95 Mustard: 3.50

3) Net Farm Income (MK/ha) 185,9108. Irrigation System

1) Water source Topaizi stream - Mzami River, tributary of Lingadzi River2) Water availability Available throughout of year3) Water delivery system4) Water distribution system

9. Natural Condition / ConstraintsFlood / soils / others: Floods in Mzami river in Jan - Feb Market day: None

10. Technical Feature1) Intake weir

2) Irrigation canalMain canal:

Secondary / tertiary canal: NoneNumber of turn-outs: Many

11. Rehabilitation Work1) Work items2) Work & cost sharing Actual

1. Labor (unskilled) done2. Labor (skilled) done

3. Material (local) done4. Material (outside) JICA (107) 1) JICA 706,000

5. Transportation (with driver) done 60%6. Fuel for transportation done 2) GOM 92,0007. Technical supervision done 7.8%

3) Other inputs 3) Farmer G. 377,0001. For farmers: done 32%

2. For AEDO, AEDC & IO: done Total (MK) 1,175,000(167,857 MK/ha)

4) Rehabilitation period Plan: Total days:Actual: Total days:

12. Note

Kas-47 Titukulane Dowa District

River diversion weir

Kalikwembe, Topaizi, Zolire

Initially initiated by farmers, then in 2002 stone masonry weir was built under MASAF. After 5-yearoperation, in 2007 right-abutment of weir & intake was scored & collapsed by floods.

Lilongwe -(30km M1)- M1 Dowa turn-off -(21km earth)- Dowa -(10km earth)- site,Alternative: Mphonela on M1 -(33km earth thru passing by EPA office)- site

Kasungu ADD - Dowa District - Natchisaka EPA - Topaidzi SectionAIO of Dowa DADO (Mponela)- Mr. Banis (09-330753), ADADO- Mr. Mphanda (09-218315)

AEDO-Miss Joyce Phiri (09-639887), AEDC- Mr. M. Ndalama Phiri (09-645996)

May - Nov.

main crop

Maize, tomato, cabbage, onion, Irish potatoDec. - Mar. Maize, tomato, tobacco

Stream water - weir (stone masonry) - main canal (earth) - outlets - farmland

BM (Wet 2006/07) BM (Dry 2007) Wet 2007/084.10

Maize: 3.11.00

47,296

Maize: 2.4

MK1,005MK300

month

Farmer Group- Mr. Njobvu (05793692)

Undertaking (agreed)

Before rehab: simple rotation system by cropping block

Inputs (planned)

farmer groupfarmer group

1) Repair of diversion weir & intake (21 m3), 2) repair of gully crossings (2)

Earth canal L=4 km

Stone masonry weir partially broken and eroded at right bank by flood in 2007, needs repair of weir andcanal intake.

After rehab: to be rotational distribution through open canal by cropping block.

250 man-day

cement (100), pipe, gabion JICA /farmer groupstones, sand, bamboo farmer group

JICAAEDO/IO/Committee

Cost sharing (MK)60 man-day

JICA - bicycles, etc.working tools, community /JICA

20 days

Table A3-5 (5/8) Profile of Verification Site - Kas-47 Titukulane

Oct. 23 - Nov. 25 4 weeks3 weeks from Oct. 22Oct. - Nov. 2007

lorry 7ton Dowa DADO60 lit

supervision tools,

3-47

Page 51: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

1. Scheme NameContact person:

2. Location

Distance from Lilongwe:

3. Scheme Type4. Irrigation Service Area Current before rehab = 7.9 ha in dry s. by watering can Potential = 12 ha

Scheme area in dry s. (irrigation) = 0.04 ha/farmerUpland area in wet s. (rain-fed) = 1.00 ha/farmer + 0.30 ha in Dambo area

5. Year Built & History

6. WUA1) Date of registration not yet presently called as irrigation club2) No. of members 150 Men = 35 Women = 1153) No. of committee members EC-10 Men = 6 Women = 4 Chairman: Mr. Chalos Mbewe4) No. of villages & Name 1 Name:5) Name of TA/VHM/ethnic group TA: Chiseka GVH:Mgombe Ethnic: Chewa6) Irrigation service fee

Entry fee Bank account balance:Membership fee MK130 /plot/year

Irrigation fee MK250 /member/season7. Farming

1) Main crops & cropping patternWet (summer) crop

Dry (winter) crop

2) Crop data Dry 2008Area planted / harvested (ha) 6.60 6.04 9.88

Maize yield -hybrid / local (ton/ha) 3.60 - Maize: 3.4Other crops (ton/ha) I. potato 2.50 Rice 0.81 I. Potato: 5.00

Cabbage 7.40 Tomato: 5.2Pigeon peas 1.20 Peas: 2.20

3) Net Farm Income (MK/ha) 127,5568. Irrigation System

1) Water source Diamphwe river, tributary of Lilongwe river2) Water availability Available throughout of year3) Water delivery system

4) Water distribution system9. Natural Condition / Constraints

Flood / soils / others: High groundwater levels & swamped - water-logging Market day: Wed. & Sat at Mitundu10. Technical Feature

1) Intake pump2) Irrigation canal

Delivery pipes:Distribution canal: Earth canal

11. Rehabilitation Work

1) Work items

2) Work & cost sharing Actual1. Labor (unskilled) done

2. Labor (skilled) done3. Material (local) done

4. Material (outside) done (80)5. Equipment (new) done 1) JICA 976,000

6. Transportation (with driver) JICA 85%7. Fuel for transportation JICA 2) GOM 55,0008. Technical supervision done 4.8%

3) Other inputs 3) Farmer G. 112,0001. For farmers: done+EPA 10%

2. For AEDO, AEDC & IO: done Total (MK) 1,143,000(95,250 MK/ha)

4) Rehabilitation period Plan: Total days:Actual: Total days:

12. Note

PVC pipes (D=140mm - 100mm - 70mm, L=6mx25pie, 6mx33pie, 6mx15pie)

1 new pump (D=100mm) & diesel engine (20HP) from Italy, suction pipe, discharge pipe provided.

community/JICA

NoneNone -

-3 weeks AEDO/IO/Committee

sand, bricks-12500 pc

Farmer Group- ?? (09-624077)

Cost sharing (MK)

BM (Wet 2006/07) BM (Dry 2006) Wet 2007/08

cement (35), PVC pipe (15)

58 man-day members

1) replace of a pump & engine with suction pipe, 2) delivery pipeline (410m), 3) discharge box, 4) canal -brick-lined (150m)

After rehab: to be rotational distribution through open canal.

Dec. - Apr. Maize, tomato, ricemonth

Previous: stream water - M.pump - delivery pipeline - sprinkler system - farmland,Future: stream water - M.pump - delivery pipeline - discharge box - open canal - outlets - farmland

6.70Maize: 1.4

7.90Maize: 1.6

AIO DADO- Mr. Kumasala (08-304319), AIO- Mr. Mkaka (09-329524), Mr. Ligowe (09-673029)

24,572

May - Nov.

main crop

Maize, vegetables, Irish potato, tomato

Li-2 Chaseta Lilongwe District

None

Chaseta, with 11 sub-villages

Motorized pump with surface irrigation (pipeline + canal)

In 1997, provided a pump set by GOM, then just operated for 1 year only. Not used since 1999 whenpump was burned and suction pipe was broken down.

Lilongwe ADD -(9km M1)- M1 Bunda turn-off -(14km tarmac + 12km earth)- EPA at Mitundu -(6kmearth)- site

AEDO- Mr. B.S. Kaunda (cell 09-104 888), AEDC- Mr. H.J. Msiska (cell 08-528 953)

Lilongwe ADD - Lilongwe District - Mlomba EPA - Diamphwi Section

320 man-day

Currently rain-fed cropping in summer and watering can in winter since 1999 when pump/engine were burned. Only experienced for 1 year, then no practicepump operation for 7 years, thus restoration to irrigated agriculture with pump in dry season will be big challenge.

Oct. - Nov. 2007 3 weeks, Oct. 25 - Nov. 16Oct. 25 - Nov. 30 5 weeks

members

Table A3-5 (6/8) Profile of Verification Site - Li-2 Chaseta

Supervision tools,Working tools,

membersInputs (planned) Undertaking (agreed)

JICA - bicycles, etc.

1 pump, engine, foot valve JICA/DOIJICA

3-48

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1 Scheme NameContact person:

2 LocationDistance from Lilongwe:

3 Scheme Type4 Irrigation Service Area Current before rehab = 6.3 ha in dry s. (No.5-3.5, No.7-2.8) Potential = 6.3 ha

Scheme area in dry s. (irrigation) = 0.10 ha/farmerUpland area in wet s. (rain-fed) = 0.60 ha/farmer

5 Year Built & History

6 WUA1) Date of registration not yet2) No. of members 49 No.5= 23 = M (13) +F (10) No.7= 26 = M(15) +F(11)3) No. of committee members No.5 General Committee: 3 = M (2) +F (1) Chairman: Mr. Mangulenje

No.7 General Committee: 5 = M (4) +F (1) Chairman: Mr. Alex Juwawo4) No. of villages & Name 3 Name:5) Name of TA/VHM/ethnic group TA: Makwangwala GVH: Gwaza / Kuthakwangi Ethnic: Ngoni6) Irrigation service fee

Entry fee Bank account balance:Membership fee MK500 /dry season

7 Farming1) Main crops & cropping pattern

Wet (summer) cropDry (winter) crop

2) Crop data Dry 2008Area planted / harvested (ha) 6.90 6.75 6.74

Maize yield -hybrid / local (ton/ha) 1.95 - Maize: 3.4Other crops (ton/ha) Tomato 7.20 Tobacco 1.19 Tomato: 9.00

Mustard 2.50 S. potato 3.60 S.Potato: 13.89Ground nuts 0.80 Cabbage: 8.7

3) Net Farm Income (MK/ha) 127,0278 Irrigation System

1) Water source Bawi river, tributary of Riviridze river down to Shire river2) Water availability Available throughout of year3) Water delivery system4) Water distribution system

9 Natural Condition / ConstraintsFlood / soils / others: Floods in Bawi river in Jan. - Feb. Market day: None

10 Technical Feature1) Intake weir

2) Irrigation canalMain canal:

Secondary / tertiary canal: NoneNumber of outlets: Many direct outlets from main canal to farmland

11 Rehabilitation Work1) Work items2) Work & cost sharing Actual

1. Labor (unskilled) done2. Labor (skilled) done

3. Material (local) done4. Material (outside) done (4/237) 1) JICA 886,000

5. Transportation (with driver) DA+JICA 68%6. Fuel for transportation done 2) GOM 164,0007. Technical supervision done 12.6%

3) Other inputs 3) Farmer G. 252,0001. For farmers: done+EPA 19%

2. For AEDO, AEDC & IO: done Total (MK) 1,302,000(206,667 MK/ha)

4) Rehabilitation period Plan: Total days:Actual: Total days:

12 Note

diesel -130 lit JICA30 days

Working tools,

AEDO/IO/Committee

Farmer Group- Mr. Mangulenje (09-917123), Mr. Alex Juwawo (05-604963) Chairman

Cost sharing (MK)

BM (Wet 2006/07) BM (Dry 2006) Wet 2007/084.10

Maize: 3.2

2 stone masonry weirs named Mangulenje (No.5) and Adam (No.7) with the length of 5 m and 7 m. WeirNo. 5 was repaired and No.7 was re-built attaching pipe intake structure to the both.

Undertaking (agreed)

Stream water - weir (stone masonry) - canal (earth) - outlets - farmland

Dec. - Apr.

Maize: 1.4

No.4 weir, used to be a brush dam located upstream of No.5 weir, was built by farmers themselves with stone masonry using 2 bags of cement inNovember 2007 and it was collapsed on 20 January 2008 by floods due to absence of engineering.

Aug. 20 - Nov. 25 9 weeks30 days from Aug. 13Aug. - Sept. 2007

Supervision tools, JICA - bicycles, etc.community/JICA

Green maize , sweet potato, beans, sugarcane, citrus,

None

All earth canal, No.5 main canal L=1.5 km, No.7 L= 1.8 km

May - Nov.

1) construction of No.7 masonry weir with intake, 2) repair of No.5 masonry weir with intake,

6.30

Li-21 Bawi Ntcheu District

River diversion weir

No.5 - Adam, No.7 - Sontchaya, Tokonasu

AEDO- Mr. Harrison Munthali (cell 08-738029), AEDC- Mr. Khaonga (cell 09 227 825 )

1949, started with temporary weirs by farmers themselves. 12 weirs there for Bawi Club. In 2003, 2 stonemasonry weirs (No.5 & No.7) were built under Public Work Program (EU), then in 2005 they werecollapsed (No.5) & damaged (No.7) by floods.

IO of DADO- Mr. Cheyo (08-133524), SAIO- Mr. Chawinga (08-144215)

Maize, tobacco, cabbage, beans

Lilongwe -(161km M1)- Ntcheu DADO -(4km)- Ntcheu -(29km)- M1 turn-off -(1km) - site

stones, sand, bamboo community104 man-day community

MK77,000

main crop

None

month

Table A3-5 (7/8) Profile of Verification Site - Li-21 Bawi

cement (160), gabion, PVC community + JICADistrict Assembly

52,642

Inputs (planned)community335 man-day

1 pick-up-20 days

Lilongwe ADD - Ntcheu District - Manjawira EPA - Bawi Section

3-49

Page 53: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

1. Scheme NameContact person:

2. Location

Distance from Lilongwe:

3. Scheme Type4. Irrigation Service Area Current before rehab = 20.6 ha in dry s. Potential = 85 ha in wet s, 34 ha in dry s.

Scheme area in dry s. (irrigation) = 0.50 ha/farmerUpland area in wet s. (rain-fed) = 0.60 ha/farmer

5. Year Built & History

6. WUA1) Date of registration not yet2) No. of members 212 Men = 102 Women = 1103) No. of committee members EC-10 Men = 6 Women = 4 Chairman: Mr. Nicks Tapwata4) No. of villages & Name 13 Name:5) Name of TA/VHM/ethnic group TA: Mlomba GVH: Chibwana Ethnic: Yao (Muslim)6) Irrigation service fee

Entry fee Bank account balance:Membership fee Plot fee: MK1,000 /0.1 ha

7. Farming1) Main crops & cropping pattern

Wet (summer) cropDry (winter) crop

2) Crop data Dry 2008Area planted / harvested (ha) 63.00 61.00 34.85Yield of main crops (ton/ha) Rice 2.30 Maize 2.40 Rice 2.50 Maize: 3.20

Other crops (ton/ha) Rice 2.40 (None) Rice: 5.00Pumpkin lea. 0.90 Pumpkin lea.: 2.00

Tomato: 6.003) Net Farm Income (MK/ha) 118,594

8. Irrigation System1) Water source Sumulu River flowing down to Lake Chilwa2) Water availability Throughout of year

3) Water delivery system4) Water distribution system

9. Natural Condition / Constraints Market day: NoneFlood / soils / others: Lowland (egdge of swamp - Lake Chilwa), Flooded sometimes in Jan.-Feb. from Sumulu River

10. Technical Feature1) Diversion weir

2) Irrigation canalMain canal:

Secondary / tertiary canal: 6 secondary canalsNumber of turn-outs: 6 turn-out structures with stoplog at main canal

11. Rehabilitation Work

1) Work items

2) Work & cost sharing Actual1. Labor (unskilled) done

2. Labor (skilled) done3. Material (local) done

4. Material (outside) done (50) 1) JICA 542,0005. Transportation (with driver) JICA 67%

6. Fuel for transportation done 2) GOM 61,0007. Technical supervision done 7.6%

3) Other inputs 3) Farmer G. 203,0001. For farmers: done 25%

2. For AEDO, AEDC & IO: done Total (MK) 806,000(9,482 MK/ha)

4) Rehabilitation period Plan: Total days:Actual: Total days:

12. Note

5 weeks from Oct 16

Cost sharing (MK)

Sept. - Oct. 2007

JICA

36 man-day

Inputs (planned) Undertaking (agreed)462 man-day community

Lorry ADD/DADOgabion wire, cement (40)

2 months (actual period)

400 lit JICA5 weeks AEDO//IO/Committee

Oct. 18, 2007 - Jan. 2008

BM (Wet 2006/07) BM (Dry 2006)

1) intake weir rehab -Gabion 20 m3, 2) repair of turn-outs of main canal & parts of secondary canals, 3)repair of flood protection bund (50m)

800 m with lined, 1.35 km with earth canal

Wet 2007/0873.80 20.60

After rehab: to be rotational distribution through main canal by secondary canal.

Water right arrangement with other scheme: Previously water allocation with Sumulu (3days) -Chibwana (3days)

communitystones, sand, bricks community

26,277

Rice - Most areas under rain-fed, only areas along canal under irrigation

No account

month

June - Nov.

Machinga ADD - Machinga District - Nsanama EPA - Chibwana SectionDADO- Mr. Gondwe (01-544-017), ADADO- Mr. M.D. Cheyo, IO- Mr. Chiwayula (09-313 748)AEDO- Mr. Chodzadza, AEDC- Mr. Alabi (cell 08-569 308)

Diversion gabion - repaired, intake gate (steel sluice gate 1.0m x 1.0m - broken in Jan 2008) - replaced

Initially scheme started in 1979 umder support of GOM. In 2005 December, irrigation system wasimproved under IFAD assistance.

Weir (gabion) - intake gate (steel) - main canal - turn-out - secondary canal - farm inlet

main crop

MK500

MaizeDec. - April

Table A3-5 (8/8) Profile of Verification Site - Ma-1 Chibwana

Working tools, community/JICASupervision tools, JICA - bicycles, etc.

Ma-1 Chibwana Machinga District

River diversion weir

Chibwana, Katema, Solokoto, Mbwana, Right Nsinjri, etc.

Lilongwe -(237km M1 & M8)- Liwonde -(27km S131 tarmac)- S131 turn-off -(8km earth)- site, Ntaja(Machinga DADO) -(17km S131 tarmac)- Nsanama EPA -(6km S131)- S131 turn-off

3-50

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1/1

ID N

oN

ame

ofSc

hem

eD

istr

ict

EPA

Tec

hnol

ogy

GoM

/ Don

ors/

NG

Os

Cur

rent

Are

aPo

tent

ial

Are

aB

enef

ici

ary

Con

ditio

n of

the

Sche

me

(ha)

(ha)

LIL

ON

GW

E A

DD

1Li

-1M

chen

gaLi

long

we

Mpe

nuM

otor

ised

pum

pIs

rael

/USA

08

63N

eed

reha

bilit

atio

n2

Li-3

Bal

ang'

ombe

/K

asan

dulik

aLi

long

we

Chi

wam

baIm

poun

ding

dam

GoM

/MA

SAF

(WB

)3

1020

0N

eed

reha

bilit

atio

n

KA

RO

NG

A A

DD

3K

a-2

Cho

nang

aK

aron

gaV

inth

ukut

uR

iver

div

ersi

onG

oM /

IFA

D (W

B)

3550

79G

ood

cond

ition

gro

win

g ric

e4

Ka-

6M

iyom

boK

aron

gaSo

uth

Kap

oro

Mot

oris

ed p

ump

IFA

D10

1028

Just

con

stru

cted

as o

f Feb

2007

, not

yet

ope

ratio

nal

5K

a-33

Mpa

leC

hitip

aC

hise

nga

Earth

dam

Gom

/HIP

IC (A

DB

)24

2586

9N

ot fu

nctio

ning

KA

SUN

GU

AD

D6

Kas

-4K

aom

beN

tchi

siC

hikw

atul

aR

iver

div

ersi

onFA

O10

1045

Ope

ratio

nal

7K

as-3

7K

asin

jeni

Kas

ung u

Kuc

hipa

laM

otor

ised

pum

pG

oM /

MA

SAF

7.5

1832

Ope

ratio

nal

SAL

IMA

AD

D8

Sa-2

Kao

mbe

Nkh

ota

kota

Ling

aM

otor

ised

pum

pG

oM /

IFA

D (W

B)

080

282

Not

Ope

ratio

nal

9Sa

-3K

asit u

Nkh

ota

kota

Nkh

unga

Riv

er d

iver

sion

GoM

/ IF

AD

(WB

)35

5513

6O

pera

tiona

l10

Sa-8

Ngo

low

indo

Salim

aM

otor

ised

pum

pG

oM /

EU-C

OSP

E17

1716

9O

pera

tiona

l11

Sa-1

1G

ola

Salim

aC

hipo

kaIn

land

can

al w

ithtre

adle

pum

pA

DB

/HIP

C0

1012

0N

ot O

pera

tiona

l

MA

CH

ING

A A

DD

12M

a-1

Zum

ulu

Mac

hing

aN

sana

ma

Riv

er d

iver

sion

GoM

/ IF

AD

(WB

)85

8521

2It

is in

goo

d co

nditi

on13

Ma-

20K

hwis

aB

alak

aR

iver

div

ersi

on w

ithpo

lder

sG

oM /

IFA

D (W

B)

7811

336

7Th

e w

eir w

as w

ashe

d aw

ay

Tab

le A

3-6

Exi

stin

g M

ediu

m-S

cale

Irri

gatio

n Sc

hem

es a

s sur

veye

d un

der

Don

ors'

Act

ivty

Sur

vey

3-51

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52

/7

Ta

ble A

3-7

Out

lines

of I

dent

ified

Issu

es o

n D

onor

s’ A

ctiv

ity S

urve

y

Irri

gatio

n Sc

hem

e L

esso

ns L

earn

t thr

ough

Don

ors’

Supp

ort

Maj

or P

robl

ems E

ncou

nter

ed

Cou

nter

mea

sure

s to

be so

lved

Fr

om A

ED

C/A

ED

O:

D

eclin

atio

n of

est

ablis

hed

farm

er o

rgan

izat

ion

whe

n D

onor

s’ su

ppor

ts a

re te

rmin

ated

Poor

lead

ersh

ip o

f gro

up

La

ck o

f mar

ketin

g kn

owle

dge

and

syst

ems

H

igh

runn

ing

and

mai

nten

ance

cos

ts o

f pum

ps

M

ism

anag

emen

t of f

unds

M

ore

supp

ort o

f inp

ut m

ater

ials

by

GO

M

N

o co

ntin

uous

supp

ort b

y D

onor

s

From

Far

mer

s :

Mch

enga

(Li-1

) (M

otor

ized

pum

p)

Le

arni

ng o

f agr

onom

ic sk

ills w

as la

ckin

g

Educ

atio

nal s

uppo

rt fo

r adu

lt le

arni

ng a

nd

mal

nutri

tion

prog

ram

Spiri

t of h

ard

wor

king

, but

they

hav

e no

tim

e to

w

aste

En

gine

failu

re

N

o ef

fect

ive

utili

zatio

n of

sprin

kler

dur

ing

win

dy se

ason

s

Wat

er le

akag

e fr

om g

adge

ts a

nd p

ipes

Poor

man

agem

ent s

kill

of e

xten

sion

wor

kers

C

hang

e of

irrig

atio

n sc

hem

es fr

om sp

rinkl

er

syst

ems t

o fu

rrow

syst

ems w

ith p

rovi

sion

of

wat

er ta

nks a

t the

top

of h

ill

From

AE

DC

/AE

DO

:

Nee

d co

ordi

natio

n of

pro

gram

with

par

ticip

atio

n of

rele

vant

stak

ehol

ders

La

ck o

f com

mun

icat

ion

La

ck o

f loc

al g

over

nmen

t sta

ff

O

rient

atio

n of

pro

gram

s to

staf

f and

te

chni

cal p

eopl

es

Im

plem

enta

tion

of p

rogr

am o

n tim

e

Nee

d of

goo

d pl

anni

ng

From

Far

mer

s :

Bal

ang’

ombe

(Li-3

) (W

ater

im

poun

ding

dam

)

G

over

nmen

t con

side

ratio

ns to

upl

ift li

ving

st

anda

rds o

f loc

al p

eopl

e

Fi

ndin

gs o

f far

mer

s pot

entia

l to

impl

emen

t pr

ojec

t with

don

ors s

uppo

rt ar

e im

porta

nt.

W

ashe

d aw

ay o

f dam

s

No

paym

ent f

or w

orks

as a

gree

d

Taki

ng a

way

of c

onst

ruct

ion

mat

eria

ls b

y G

OM

No

dam

con

stru

ctio

n ex

pert

In

suffi

cien

t equ

ipm

ent a

nd la

bors

N

eeds

of a

new

com

mitt

ee

N

eeds

of t

echn

ical

exp

ert a

nd su

ppor

t

Nee

ds o

f con

stru

ctio

n m

ater

ials

, e.g

. cem

ent

N

eeds

of f

inan

ce fo

r con

stru

ctio

n

From

Irri

gatio

n O

ffic

ers,

AE

DC

/AE

DO

:

Farm

ers a

ttitu

de to

war

ds c

hang

ed fa

rmin

g

Impr

oved

farm

ers o

rgan

izat

ion

In

suff

icie

nt h

onor

of D

onor

s

Trai

ning

s pro

vide

d by

Don

ors

Sl

ow a

dopt

ion

of te

chno

logy

Not

eno

ugh

parti

cipa

tion

in w

ork

activ

ities

No

finan

cial

con

tribu

tion

by fa

rmer

s

Lim

ited

mar

ket p

oint

s

St

artin

g of

trai

ning

for l

ocal

lead

ers

In

tens

ifica

tion

of c

apac

ity b

uild

ing

Tr

aini

ng o

n O

&M

of t

he sc

hem

e

Prep

arat

ion

of m

aint

enan

ce fu

nds

From

Far

mer

s :

Cho

nang

a (K

a-2)

(R

iver

di

vers

ion

wei

r)

Sol

idar

ity o

f im

prov

ed y

ield

s

Rea

lizat

ion

of b

enef

its o

f cro

ps a

nd a

nim

al

dive

rsifi

catio

n

Inte

grat

ion

of ir

rigat

ed a

gric

ultu

re

R

ealiz

atio

n of

impo

rtanc

e fo

r far

min

g ca

lend

ar

R

ealiz

atio

n of

gro

up p

rocu

rem

ents

of

prod

uctio

n m

ater

ials

Cha

ngin

g an

d sh

iftin

g fr

om b

arte

r tra

de sy

stem

Lo

w p

rice

of ri

ce

Fa

iled

agre

emen

t for

par

ticip

ator

y ag

reem

ent

Pa

rtici

pato

ry c

ompl

etio

n of

faci

litie

s

Lack

of b

acki

ng sh

ade

(war

ehou

se)

Su

spen

ded

pipe

s acr

oss t

he ri

ver a

nd n

o pr

oper

ly im

plem

enta

tion

of d

rain

age

syst

ems

Im

prov

ed d

rain

age

syst

ems

A

dequ

ate

prot

ectio

n of

pip

es c

ross

ing

the

river

Con

stru

ctio

n of

pro

tect

ion

band

s, ac

cess

ro

ads,

brid

ges t

o th

e sc

hem

es

N

eeds

of t

rain

ing

and

lear

ning

of c

ontra

ct

man

agem

ent a

nd c

oope

rativ

es

Im

prov

ed c

oope

ratio

n am

ong

mem

bers

M

iyom

bo (K

a-6)

Fr

om Ir

riga

tion

Off

icer

s, A

ED

C/A

ED

O :

3-52

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53

/7

Irri

gatio

n Sc

hem

e L

esso

ns L

earn

t thr

ough

Don

ors’

Supp

ort

Maj

or P

robl

ems E

ncou

nter

ed

Cou

nter

mea

sure

s to

be so

lved

Plan

ning

and

impl

emen

tatio

n of

org

aniz

atio

n se

t-up

are

impo

rtant

Stre

ngth

enin

g th

e re

latio

nshi

p w

ith fa

rmer

s

Gen

erat

ion

of a

sens

e of

ow

ners

hip

for t

he

farm

ers i

s ess

entia

l

Staf

f cap

abili

ty b

uild

-up

thro

ugh

train

ing

Fa

rmer

s par

ticip

atio

n to

mee

ting

W

ork

man

agem

ent d

urin

g w

et se

ason

, whe

n fa

rmer

s are

bus

y w

ith o

utsi

de th

e sc

hem

es

N

o pl

anni

ng o

f cro

p di

vers

ifica

tion

thou

gh

farm

er w

ere

train

ed

N

o tim

ely

Don

ors f

unds

, as a

resu

lt co

nstru

ctio

n w

orks

wer

e de

laye

d

Del

ay o

f des

igni

ng a

nd im

plem

enta

tion

of

sche

me

N

eeds

of t

rain

ing

on c

onst

ruct

ion,

reco

rd

keep

ing,

wat

er m

anag

emen

t, O

&M

, etc

.

Ade

quat

e co

nstru

ctio

n of

tail

end

stru

ctur

es

and

farm

road

s

From

Far

mer

s :

(Mot

oriz

ed p

ump)

Fo

rmul

atio

n of

ass

ocia

tion

prin

cipl

es fo

r su

stai

nabi

lity

Fi

nanc

ial m

anag

emen

t

Obt

aine

d kn

owle

dge

on fa

rmin

g te

chni

que

from

D

onor

s and

fello

w fa

rmer

s

Stre

ngth

enin

g of

solid

arity

am

ong

sche

me

mem

bers

H

igh

elec

trici

ty b

ills

H

ealth

and

sani

tatio

n pr

oble

ms

N

o ad

equa

te w

areh

ouse

/sha

de fo

r pro

duct

st

orag

e, th

ough

Don

ors p

rovi

ded

mat

eria

ls fo

r co

nstru

ctio

n

No

com

plet

ion

of ro

ad c

onst

ruct

ion

Le

ss p

rofit

s mak

e it

diffi

cult

to m

aint

ain

the

stru

ctur

e

In

trodu

ctio

n of

sola

r pan

el to

repl

ace

elec

trici

ty

A

dditi

onal

supp

ort b

y ot

her D

onor

s to

build

w

areh

ouse

Expo

sure

to o

ther

site

s tho

ugh

visi

ts

A

dequ

ate

train

ing

Look

ing

for p

rivat

e tra

ders

to se

ll pr

oduc

t at

a hi

gher

pric

e Fr

om Ir

riga

tion

Off

icer

s, A

ED

C/A

ED

O :

Fa

rmer

s app

reci

atio

n fo

r dam

con

stru

ctio

n

Impo

rtanc

e of

par

ticip

ator

y ag

reem

ent

Po

ssib

le la

nd re

clam

atio

n

La

ck o

f fol

low

-up

and

feed

back

from

Don

ors

N

o re

turn

-bac

k of

con

stru

ctio

n m

ater

ials

from

fa

rmer

s

No

bene

fits f

rom

dam

for d

irect

ben

efic

iarie

s

N

o te

chni

cal s

uppo

rt to

farm

ers b

y ex

tens

ion

wor

kers

Poor

util

izat

ion

of d

am

Ef

fect

ive

coor

dina

tion

with

RD

P an

d EP

A by

M

OA

FS a

nd M

OIW

D

In

trodu

ctio

n of

fiel

d da

y to

dem

onst

rate

the

usag

e of

dam

Trai

ning

of d

am m

aint

enan

ce w

orks

From

Far

mer

s :

Mpa

le (K

a-33

) (W

ater

im

poun

ding

dam

)

Av

aila

bilit

y of

all

year

roun

d irr

igat

ion

wat

er b

y th

e pr

ojec

t

Serv

ing

drin

king

wat

er fo

r liv

esto

ck.

W

ater

shor

tage

dur

ing

wet

seas

on d

ue to

larg

e nu

mbe

r of c

attle

to th

e da

m

In

fect

ion

with

pes

ts fo

r tom

ato

prod

uctio

n du

e to

lack

of p

rope

r pes

ticid

es

D

amag

es o

f dam

and

silta

tion

in d

am, d

ue to

la

ck o

f org

aniz

atio

nal f

unct

iona

lity

La

ck o

f pro

per i

nput

mat

eria

ls su

ch a

s see

d

Pr

ovis

ion

of fe

nce

arou

nd d

am

N

eeds

to se

t-up

com

mitt

ee a

nd in

volv

e th

e ch

ief t

o so

lve

prob

lem

s for

farm

ing

near

dam

Intro

duct

ion

of tr

eadl

e pu

mp

for i

rrig

atio

n

Con

stru

ctio

n of

ano

ther

dam

Prov

isio

n of

drin

king

trou

ghs f

or c

attle

Kao

mbe

(Kas

-4)

From

AE

DC

/AE

DO

:

3-53

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54

/7

Irri

gatio

n Sc

hem

e L

esso

ns L

earn

t thr

ough

Don

ors’

Supp

ort

Maj

or P

robl

ems E

ncou

nter

ed

Cou

nter

mea

sure

s to

be so

lved

Com

mun

ity d

epen

denc

y on

Don

or su

ppor

t

Empo

wer

men

t of c

omm

unity

cap

abili

ty

N

o in

volv

emen

t of g

over

nmen

t sta

ff

N

o su

ppor

t by

gove

rnm

ent s

taff,

bec

ause

D

onor

s dire

ctly

link

with

the

farm

ers

N

o in

volv

emen

t of E

PA st

aff f

or tr

aini

ng

N

o ca

nal s

uper

viso

r

N

o id

ea fo

r bud

gets

In

volv

emen

t of E

PA st

aff f

rom

the

onse

t

Farm

ers t

rain

ing

and

empo

wer

men

t

From

Far

mer

s :

(Riv

er

dive

rsio

n w

eir)

Te

chni

cal k

now

ledg

e ab

out i

rrig

atio

n an

d fa

rmin

g

Tim

ing

of d

iffer

ent t

ype

of c

rops

Mar

ketin

g of

cro

ps to

out

side

are

a

W

ater

shor

tage

in 2

003

In

adeq

uate

supp

ort f

rom

the

Don

ors f

or

cons

truct

ion

equi

pmen

t

Long

tran

spor

tatio

n di

stan

ce to

col

lect

sand

and

br

icks

One

trac

tor n

ot su

ffici

ent f

or c

onst

ruct

ion

wor

ks

Sh

ort p

erio

d of

con

stru

ctio

n to

fini

sh 5

km

long

ca

nal f

or lo

cal b

uild

ers

N

eeds

to in

crea

se th

e nu

mbe

r of b

uild

ers

Pr

ovis

ion

of a

noth

er tr

acto

r

Paym

ent a

littl

e am

ount

of m

oney

afte

r doi

ng

the

wor

ks

From

Irri

gatio

n O

ffic

ers:

Insu

ffici

ent f

inan

cial

bud

gets

and

late

of r

elea

se

from

Don

ors

D

iffer

ent p

lans

bet

wee

n D

onor

s (M

ASA

F) a

nd

GO

M

O

fferin

g of

trai

ning

to g

over

nmen

t sta

ff a

nd

farm

ers

To

o le

ngth

y pr

oced

ures

from

MA

SAF,

resu

lting

in

pro

ject

act

iviti

es a

re n

ot fi

nish

in ti

me

Tr

ansp

orta

tion

prob

lem

s for

supe

rvis

ion,

e.g

. la

ck o

f car

s and

fuel

Low

illit

erac

y le

vel o

f far

mer

s to

man

age

fund

s

N

eed

fuel

con

side

ratio

n

Don

ors r

epre

sent

atio

n in

the

field

s

From

AE

DC

/AE

DO

:

Lear

nt o

f irr

igat

ed a

gric

ultu

re b

y fa

rmer

s

Farm

ers f

indi

ngs t

heir

capa

bilit

y to

pro

duce

cr

ops i

f sup

porte

d.

In

adeq

uate

find

ings

Shor

tage

of w

ater

Wat

er se

epag

e fr

om p

ipel

ine,

resu

lting

in re

lay

of g

row

th o

f the

sche

me

In

adeq

uate

pum

p pa

rts

N

o du

rabl

e pu

mps

N

eed

farm

ers c

apac

ity b

uild

ing

Incr

easi

ng in

fund

s

Nee

d th

e id

entif

icat

ion

of m

arke

ting

of c

rops

fo

r sch

eme

sust

aina

bilit

y

Leve

ling

of la

nd in

the

sche

me

From

Far

mer

s :

Kas

inje

ni (K

as-3

7)

(Mot

oriz

ed p

ump)

Se

lf su

stai

nabi

lity

Self

relia

bilit

y

Te

chni

cal s

uppo

rt by

GO

M w

ith re

spec

ts o

f irr

igat

ion,

agr

onom

y an

d ex

tens

ion

serv

ices

In

suffi

cien

t pip

e m

ater

ials

for i

rrig

atio

n

Wat

er sh

orta

ge

U

ndul

atin

g to

pogr

aphy

C

onst

ruct

ion

of w

ater

har

vest

ing

stru

ctur

es

La

nd le

velin

g an

d de

velo

pmen

t and

co

nstru

ctio

n of

can

als

In

trodu

ctio

n of

sprin

kler

irrig

atio

n be

caus

e of

terr

ain

prob

lem

s K

aom

be (S

a-2)

Fr

om Ir

riga

tion

Off

icer

s, A

ED

C/A

ED

O :

3-54

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55

/7

Irri

gatio

n Sc

hem

e L

esso

ns L

earn

t thr

ough

Don

ors’

Supp

ort

Maj

or P

robl

ems E

ncou

nter

ed

Cou

nter

mea

sure

s to

be so

lved

Stic

king

of D

onor

s bud

gets

, rel

easi

ng th

em in

tim

e an

d rig

ht a

mou

nt

D

isap

poin

tmen

t of s

taff

due

to n

o fu

lfillm

ent o

f D

onor

pro

mis

es in

tim

e

Dis

agre

emen

ts a

mon

g fa

rmer

s in

sele

ctin

g le

ader

Lack

of f

arm

ers t

rain

ing

thro

ugh

field

vis

it

Fa

rmer

mis

unde

rsta

ndin

gs o

n m

isus

ing

of fu

nds

by E

PA a

nd R

DP

staf

f due

to u

ntim

ely

fund

ings

AD

D b

ypas

sed

whe

n D

onor

s use

the

Con

sulta

nts

U

nfin

ishe

d w

orks

in th

e sc

hem

es

M

isal

loca

tion

of fu

nds,

e.g.

use

d fo

r 3 sc

hem

es

R

e-pl

anni

ng o

f im

plem

enta

tion

plan

Invo

lvem

ent o

f far

mer

s and

ext

ensi

on

wor

kers

in d

ecis

ion

mak

ing

From

Far

mer

s :

(Mot

oriz

ed p

ump)

C

onst

ruct

ed p

ump

hous

e at

a w

rong

pla

ce

Tr

aini

ngs o

n bu

dget

use

, cro

p pr

oduc

tion,

fiel

d vi

sits

No

dire

ct w

orki

ng w

ith D

onor

s

La

ck o

f tra

nspa

renc

y of

sche

me

mon

ey

La

ck o

f coo

rdin

atio

n an

d co

oper

atio

n be

twee

n G

OM

staf

f and

farm

ers

U

nful

fille

d w

orks

Take

n aw

ay th

e co

nstru

ctio

n m

ater

ial b

y G

OM

Hig

h el

ectri

city

bill

s and

lack

of s

ecur

ity fo

r pu

mps

D

irect

invo

lvem

ent o

f far

mer

s by

Don

ors,

not t

hrou

gh P

RD

and

AD

D

Pr

otec

tion

of w

ater

har

vest

ing

rese

rvoi

r

Nee

ds to

fini

sh th

e sc

hem

e co

nstru

ctio

n ra

ther

than

bui

ldin

g a

shad

e an

d irr

elev

ant

train

ing

N

eed

of la

nd le

velin

g

Can

aliz

ing

the

who

le sc

hem

e in

stea

d of

us

ing

mot

oriz

ing

pum

p Fr

om Ir

riga

tion

Off

icer

s :

D

onor

s sho

uld

be fl

exib

le, c

ould

acc

ept a

nd ta

ke

into

acc

ount

farm

ers o

pini

ons

D

ecen

traliz

atio

n of

fund

s & h

and-

over

pro

cess

Farm

ers a

re n

ot ig

nora

nt o

n is

sues

of t

he sc

hem

e

Low

leve

l of i

llite

racy

D

elay

s in

finan

cing

the

proj

ect

In

suffi

cien

t site

eng

inee

rs

La

ck o

f gro

up p

rocu

rem

ent a

nd se

lling

on

inpu

ts

D

onor

shou

ld b

e fle

xibl

e

Don

ors s

houl

d be

tim

e co

nsci

ous

N

eeds

farm

ers o

pini

ons f

or su

stai

nabi

lity

of

the

sche

mes

From

AE

DC

/AE

DO

:

Invo

lvem

ent o

f far

mer

s in

plan

ning

and

m

onet

ary

issu

es

Es

tabl

ishm

ent o

f far

mer

s org

aniz

atio

n, if

ther

e w

as m

oney

Dire

ct im

pact

to o

utsi

de p

eopl

e of

the

sche

mes

Don

or a

ppro

ach

with

pay

ing

mon

ey to

farm

ers

was

wro

ng, a

nd fa

rmer

s are

no

long

er w

orks

w

ithou

t giv

ing

som

ethi

ng

M

isun

ders

tand

ing

amon

g co

mm

ittee

mem

bers

Lack

of t

rans

pare

ncy

and

sust

aina

bilit

y

Dep

enda

bilit

y of

Don

or su

ppor

t, du

e to

poo

r le

ader

ship

No

atte

ndan

ce to

mee

ting

by fa

rmer

s bec

ause

of

no in

cent

ives

Poor

coo

rdin

atio

n by

the

farm

ers w

ith o

ther

fa

rm o

rgan

izat

ion

La

ck o

f cro

p di

vers

ifica

tion

In

volv

emen

t of f

arm

ers o

n m

onet

ary

issu

es,

e.g.

bud

getin

g an

d im

plem

enta

tion

issu

es

En

hanc

emen

t and

pro

mot

ion

of fa

rmer

s in

depe

nden

ce in

runn

ing

the

sche

me

C

onst

itutio

n re

view

and

its a

war

enes

s the

W

UA

mem

bers

Freq

uent

and

refr

esh

train

ing

Kas

itu (D

a-3)

(R

iver

di

vers

ion

wei

r)

From

Far

mer

s :

3-55

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56

/7

Irri

gatio

n Sc

hem

e L

esso

ns L

earn

t thr

ough

Don

ors’

Supp

ort

Maj

or P

robl

ems E

ncou

nter

ed

Cou

nter

mea

sure

s to

be so

lved

Ope

ratio

n, m

aint

enan

ce a

nd c

onst

ruct

ion

expe

rienc

e gi

ven

by D

onor

s

Incr

ease

d ar

eas f

or c

ultiv

atio

n

Trai

ning

off

ered

by

Don

ors d

urin

g th

e su

ppor

ting

perio

d

W

ashe

d pr

otec

tion

bund

s and

50

% o

f sch

emes

w

as w

ashe

d as

wel

l

No

farm

er in

volv

emen

t in

plan

ning

and

de

cisi

on m

akin

g

Unf

inis

hed

wor

ks (n

o pr

ovis

ion

o ch

icke

ns a

nd

no b

uild

of t

oile

t)

No

linin

g of

mai

n ca

nal,

resu

lting

in w

ater

se

epag

e

Lack

of d

emon

stra

tion

and

train

ing

Tw

o sm

all s

hade

/war

ehou

se fo

r the

ir pr

oduc

e

Lack

of r

elia

ble

mar

kets

for t

he p

rodu

ce

D

iffic

ult t

o pu

rcha

se e

xpen

sive

ferti

lizer

s, be

caus

e no

pro

visi

on o

f loa

ns

N

eeds

of s

chem

e m

anag

er

N

eeds

of e

xper

tise

and

good

mat

eria

ls to

re

cons

truct

bun

ds

N

eeds

of i

dent

ifica

tion

of g

ood

mar

ket b

y D

onor

s and

GO

M

C

anal

lini

ng w

ith fa

rmer

s’ co

ntrib

utio

n

Inte

rven

tion

of D

onor

s for

con

stru

ctio

n of

w

areh

ouse

and

rice

mill

From

Far

mer

s :

Ngo

low

indo

(Sa-

8)

(Mot

oriz

ed p

ump)

Cap

acity

bui

ldin

g th

roug

h D

onor

s

Gre

at im

pact

by

finan

cial

ass

ista

nce

C

lear

Don

ors o

bjec

tives

for t

he sc

hem

e

H

igh

bills

of e

lect

ricity

Unr

elia

ble

mar

ket

A

ffect

ed p

est a

nd d

isea

ses

H

igh

cost

of f

arm

inpu

ts

Id

entif

icat

ion

of re

liabl

e m

arke

t for

thei

r pe

risha

ble

com

mod

ity (t

omat

o)

A

pplic

atio

n of

ferti

lizer

From

Irri

gatio

n O

ffic

ers :

No

invo

lvem

ent o

f GO

M st

aff f

or d

ecis

ion-

m

akin

g

N

o pr

epar

atio

n of

pla

nnin

g an

d de

sign

of t

he

sche

mes

, bec

ause

of p

oliti

cal i

ssue

s

N

o ch

ance

of p

artic

ipat

ion

for G

OM

staf

f and

fa

rmer

s

No

real

izat

ion

of sc

hem

e be

nefit

s

No

adeq

uate

tim

ing

of sc

hem

e co

nstru

ctio

n (c

onst

ruct

ion

was

don

e du

ring

rain

y se

ason

)

No

effe

ctiv

e ut

iliza

tion

of tr

eadl

e pu

mp,

due

to

sedi

men

tatio

n of

can

al

N

o tim

ing

of fu

nds

N

o tra

inin

g to

farm

ers

Pr

ovis

ion

of e

ngin

e pu

mp

Gol

a (S

a-11

) (I

nlan

d ca

nal)

From

Far

mer

s :

3-56

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57

/7

Irri

gatio

n Sc

hem

e L

esso

ns L

earn

t thr

ough

Don

ors’

Supp

ort

Maj

or P

robl

ems E

ncou

nter

ed

Cou

nter

mea

sure

s to

be so

lved

Form

ulat

ion

of a

ctio

n pl

an b

efor

e sc

hem

e co

nstru

ctio

n is

nee

ded.

Awar

enes

s of s

olid

arity

to a

chie

ve a

nd

acco

mpl

ish

the

sche

me

Goo

dnes

s of S

asak

awa

proj

ect

D

amag

ed sc

hem

e an

d cr

ops b

y H

ippo

s

Poor

des

ign

of fa

cilit

ies (

sche

me

faci

litie

s wer

e de

stro

yed

with

in o

ne y

ear)

Lack

of i

nvol

vem

ent o

f far

mer

s opi

nion

Uns

uita

ble

cana

l alig

nmen

t and

in a

dequ

ate

cana

l stru

ctur

es

N

o ac

quiri

ng a

nd re

aliz

atio

n of

sche

me

bene

fits

from

firs

t yea

r

Insu

ffici

ent i

rrig

atio

n m

ater

ials

, and

trea

dle

pum

ps

La

ck o

f tra

inin

g

Lack

of f

unds

to p

rocu

re fa

rm in

puts

R

ehab

ilita

tion

of S

chem

e

Alte

rnat

ion

of ir

rigat

ion

syst

ems f

rom

su

rfac

e irr

igat

ion

to p

ump

irrig

atio

n sy

stem

s

Fenc

ing

the

sche

me

to so

lve

the

hipp

o pr

oble

ms

Tr

aini

ng o

n ag

rono

mic

issu

es a

nd m

arke

ting

U

pgra

ding

pro

duct

qua

lity

by m

illin

g an

d pa

ckag

ing

From

Irri

gatio

n O

ffic

er, A

ED

C/A

ED

O :

Tr

aini

ng o

n O

&M

and

con

flict

man

agem

ent

A

ssoc

iatio

n un

ity a

mon

g m

embe

rs

B

y-pa

sses

of G

OM

staf

f dur

ing

impl

emen

tatio

n pe

riods

No

hono

r of D

onar

s

Find

ing

the

effe

ctiv

enes

s of f

ertil

izer

use

by

farm

ers

Le

ader

ship

pro

blem

s

Min

imum

fina

ncia

l sup

port

for d

emon

stra

tion

plot

s

Lack

of p

rope

r and

ade

quat

e tra

inin

gs

H

igh

leve

l of i

llite

racy

am

ong

farm

ers

N

o in

volv

emen

t of f

arm

ers a

nd st

aff o

n PR

A an

d re

late

d pr

ogra

ms

La

ck o

f far

mer

vis

ion

Er

ratic

fund

ing

Fa

rmer

invo

lvem

ent i

n pl

an fo

rmul

atio

n

Lini

ng o

f mai

n ca

nals

Farm

ers’

lead

er tr

aini

ng o

n ag

rono

mic

issu

es

R

ehab

ilita

tion

of p

rote

ctio

n bu

nds

Ti

mel

y fu

ndin

g

From

Far

mer

s :

Zum

ulu

(Ma-

1)

(Riv

er

dive

rsio

n w

eir)

A

gron

omic

trai

ning

offe

red

by D

onor

s

Inde

pend

ence

afte

r Don

ors l

eft

St

rong

con

stru

ctio

n of

inta

ke fa

cilit

ies

N

o in

volv

emen

t of f

arm

ers i

n m

ost o

f the

m

eetin

g

D

amag

ed in

fras

truct

ures

of c

anal

s

Was

hed

four

pro

tect

ion

band

s

No

defin

ition

of m

arke

ting

of p

rodu

cts

U

npla

nted

rice

-mill

and

no

land

leve

ling

Po

or ro

ad c

ondi

tions

M

aint

enan

ce a

nd re

habi

litat

ion

of th

e sc

hem

es a

nd c

onst

ruct

ion

of th

e bu

nds

Li

ning

of m

ain

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3-57

Page 61: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

58

/7

Irri

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n Sc

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t thr

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or P

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ning

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3-58

Page 62: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

APPENDIX 4

WATER MANAGEMENT

Page 63: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Final Report, Appendix 4 Water Management August 2009

i

APPENDIX 4 WATER MANAGEMENT

LIST OF TABLES 1. Climate and Hydrology Page Table A1-1 (1) Monthly Rainfall Records (Karonga Station) ------------------------------------------ 4-1 Table A1-1 (2) Monthly Rainfall Records (Mzuzu Station) -------------------------------------------- 4-1 Table A1-1 (3) Monthly Rainfall Records (Kasungu Station)------------------------------------------- 4-3 Table A1-1 (4) Monthly Rainfall Records (Samima Station) ------------------------------------------ 4-4 Table A1-1 (5) Monthly Rainfall Records (Chitedze Station) ----------------------------------------- 4-5 Table A1-1 (6) Monthly Rainfall Records (Mangochi Station) ---------------------------------------- 4-6 Table A1-1 (7) Monthly Rainfall Records (Chileka Station) ------------------------------------------- 4-7 Table A1-1 (8) Monthly Rainfall Records (Chikwawa Station) --------------------------------------- 4-8 Table A1-2 (1) Daily Rainfall Records (Bethani Scheme) --------------------------------------------- 4-9 Table A1-2 (2) Daily Rainfall Records (Mantha Scheme) ---------------------------------------------- 4-10 Table A1-2 (3) Daily Rainfall Records (Chiwoza Scheme) -------------------------------------------- 4-11 Table A1-2 (4) Daily Rainfall Records (Kachere Scheme) --------------------------------------------- 4-13 Table A1-2 (5) Daily Rainfall Records (Titukulane Scheme) ------------------------------------------ 4-14 Table A1-2 (6) Daily Rainfall Records (Chaseta Scheme) --------------------------------------------- 4-15 Table A1-2 (7) Daily Rainfall Records (Bawi Scheme) ------------------------------------------------- 4-16 Table A1-2 (8) Daily Rainfall Records (Chibwana Scheme) ------------------------------------------ 4-17 2. Estimation of Irrigation Water Requirements Table A2-1 (1) Climatological Data and Analysis for Evapo-Transpiration (Chitipa Sta.) ------ 4-18 Table A2-1 (2) Climatological Data and Analysis for Evapo-Transpiration (Karonga Sta.) ----- 4-18 Table A2-1 (3) Climatological Data and Analysis for Evapo-Transpiration (Bolero Sta.) ------- 4-19 Table A2-1 (4) Climatological Data and Analysis for Evapo-Transpiration (Mzuzu Sta.) ------- 4-19 Table A2-1 (5) Climatological Data and Analysis for Evapo-Transpiration (Nkhata Bay St.) -- 4-20 Table A2-1 (6) Climatological Data and Analysis for Evapo-Transpiration (Mzimba Sta.) ----- 4-20 Table A2-1 (7) Climatological Data and Analysis for Evapo-Transpiration (Nkhotakota St.) -- 4-21 Table A2-1 (8) Climatological Data and Analysis for Evapo-Transpiration (Salima Sta.) ------- 4-21 Table A2-1 (9) Climatological Data and Analysis for Evapo-Transpiration (Kaungu Sta.) ------ 4-22 Table A2-1 (10) Climatological Data and Analysis for Evapo-Transpiration (Chileka Sta.) ------ 4-22 Table A2-1 (11) Climatological Data and Analysis for Evapo-Transpiration (Lilongwe Sta.) ---- 4-23 Table A2-1 (12) Climatological Data and Analysis for Evapo-Transpiration (Dedza Sta.) -------- 4-23 Table A2-1 (13) Climatological Data and Analysis for Evapo-Transpiration (Monky Bat St.) --- 4-24 Table A2-1 (14) Climatological Data and Analysis for Evapo-Transpiration (Mangochi Sta.) --- 4-24 Table A2-1 (15) Climatological Data and Analysis for Evapo-Transpiration (Thyolo Sta.) ------- 4-25 Table A2-1 (16) Climatological Data and Analysis for Evapo-Transpiration (Mulanje Sta.) ----- 4-25 Table A2-1 (17) Climatological Data and Analysis for Evapo-Transpiration (Bvumbwe Sta.) --- 4-26 Table A2-1 (18) Climatological Data and Analysis for Evapo-Transpiration (Ngaabu Sta.) ------ 4-26 Table A2-2 Major Dimensions and Types of Proposed Cropping Pattern by Each ADD -------------------------------------------------------------------------------- 4-27 Table A2-3 (1) Estimation of Unit Gross Irrigation Water Requirements for Karonga ADD (Chitipa Station) ----------------------------------------------------------------------------- 4-29

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Final Report, Appendix 4 Water Management August 2009

ii

Table A2-3 (2) Estimation of Unit Gross Irrigation Water Requirements for Karonga ADD (Karonga Station) --------------------------------------------------------------------------- 4-30 Table A2-3 (3) Estimation of Unit Gross Irrigation Water Requirements for Mzuzu ADD (Bolero Station) ------------------------------------------------------------------------------ 4-31 Table A2-3 (4) Estimation of Unit Gross Irrigation Water Requirements for Mzuzu ADD (Mzuzu Station) ------------------------------------------------------------------------------ 4-32 Table A2-3 (5) Estimation of Unit Gross Irrigation Water Requirements for Mzuzu ADD (Nkhata Bay Station) ----------------------------------------------------------------------- 4-33 Table A2-3 (6) Estimation of Unit Gross Irrigation Water Requirements for Mzuzu ADD (Mzimba Station) ---------------------------------------------------------------------------- 4-34 Table A2-3 (7) Estimation of Unit Gross Irrigation Water Requirements for Kasungu ADD (Kasungu Station) --------------------------------------------------------------------------- 4-35 Table A2-3 (8) Estimation of Unit Gross Irrigation Water Requirements for Salima ADD (Nkhotakota Station) ------------------------------------------------------------------------ 4-36 Table A2-3 (9) Estimation of Unit Gross Irrigation Water Requirements for Salima ADD (Salima Station) ------------------------------------------------------------------------------ 4-37 Table A2-3 (10) Estimation of Unit Gross Irrigation Water Requirements for Lilongwe ADD (Chileka Station) ---------------------------------------------------------------------------- 4-38 Table A2-3 (11) Estimation of Unit Gross Irrigation Water Requirements for Lilongwe ADD (Lilongwe Station) -------------------------------------------------------------------------- 4-39 Table A2-3 (12) Estimation of Unit Gross Irrigation Water Requirements for Lilongwe ADD (Dedza Station) ------------------------------------------------------------------------------ 4-40 Table A2-3 (13) Estimation of Unit Gross Irrigation Water Requirements for Machinga ADD (Monky Bay Station) ----------------------------------------------------------------------- 4-41 Table A2-3 (14) Estimation of Unit Gross Irrigation Water Requirements for Machinga ADD (Mangochi Station) ------------------------------------------------------------------------- 4-42 Table A2-3 (15) Estimation of Unit Gross Irrigation Water Requirements for Blantyre ADD (Thyolo Station) ----------------------------------------------------------------------------- 4-43 Table A2-3 (16) Estimation of Unit Gross Irrigation Water Requirements for Blantyre ADD (Mulanje Station) ---------------------------------------------------------------------------- 4-44 Table A2-3 (17) Estimation of Unit Gross Irrigation Water Requirements for Shire Valley ADD (Bvumbwe Station) ------------------------------------------------------------------ 4-45 Table A2-3 (18) Estimation of Unit Gross Irrigation Water Requirements for Shire Valley ADD (Ngabu Station) ---------------------------------------------------------------------- 4-46 Table A2-4 (1) Estimated Field Water Supply for Karonga ADD (Chitipa Station) --------------- 4-47 Table A2-4 (2) Estimated Field Water Supply for Karonga ADD (Karonga Station) ------------- 4-50 Table A2-4 (3) Estimated Field Water Supply for Mzuzu ADD (Bolero Station) ------------------ 4-54 Table A2-4 (4) Estimated Field Water Supply for Mzuzu ADD (Mzuzu Station) ----------------- 4-57 Table A2-4 (5) Estimated Field Water Supply for Mzuzu ADD (Nkhata Bay Station) ----------- 4-60 Table A2-4 (6) Estimated Field Water Supply for Mzuzu ADD (Mzimba Station) ---------------- 4-63 Table A2-4 (7) Estimated Field Water Supply for Kasungu ADD (Kasungu Station) ------------- 4-66 Table A2-4 (8) Estimated Field Water Supply for Salima ADD (Nkhotakota Station) ----------- 4-69 Table A2-4 (9) Estimated Field Water Supply for Salima ADD (Salima Station) ----------------- 4-73 Table A2-4 (10) Estimated Field Water Supply for Lilongwe ADD (Chileka Station) ------------- 4-76 Table A2-4 (11) Estimated Field Water Supply for Lilongwe ADD (Lilongwe Station) ----------- 4-79 Table A2-4 (12) Estimated Field Water Supply for Lilongwe ADD (Dedza Station) --------------- 4-82 Table A2-4 (13) Estimated Field Water Supply for Machinga ADD (Monky Bay Station) ------- 4-85 Table A2-4 (14) Estimated Field Water Supply for Machinga ADD (Mangochi Station) ---------- 4-88 Table A2-4 (15) Estimated Field Water Supply for Blantyre ADD (Thyolo Station) --------------- 4-92 Table A2-4 (16) Estimated Field Water Supply for Blantyre ADD (Mulanje Station) -------------- 4-95

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Final Report, Appendix 4 Water Management August 2009

iii

Table A2-4 (17) Estimated Field Water Supply for Shire Valley ADD (Bvumbwe Station) ------- 4-99 Table A2-4 (18) Estimated Field Water Supply for Shire Valley ADD (Ngabu Station) ----------- 4-103 Table A2-5 Schedule of Land Preparation Works and Water Distribution ---------------------- 4-106 Table A2-6 (1) Water Requirements for Land Soaking and Preparation (Karonga Station) (Summer (Wet) Season Paddy 1) ---------------------------------------------------------- 4-107 Table A2-6 (2) Water Requirements for Land Soaking and Preparation (Karonga Station) (Summer (Wet) Season Paddy 2) ---------------------------------------------------------- 4-107 Table A2-6 (3) Water Requirements for Land Soaking and Preparation (Nkhotakota Station) (Summer (Wet) Season Paddy 1) ---------------------------------------------------------- 4-108 Table A2-6 (4) Water Requirements for Land Soaking and Preparation (Nkhotakota Station) (Summer (Wet) Season Paddy 2) ---------------------------------------------------------- 4-108 Table A2-6 (5) Water Requirements for Land Soaking and Preparation (Mangochi Station) (Summer (Wet) Season Paddy 1) ---------------------------------------------------------- 4-109 Table A2-6 (6) Water Requirements for Land Soaking and Preparation (Mangochi Station) (Summer (Wet) Season Paddy 2) ---------------------------------------------------------- 4-109 Table A2-6 (7) Water Requirements for Land Soaking and Preparation (Mulanje Station) (Summer (Wet) Season Paddy 1) ---------------------------------------------------------- 4-110 Table A2-6 (8) Water Requirements for Land Soaking and Preparation (Mulanje Station) (Summer (Wet) Season Paddy 2) ---------------------------------------------------------- 4-110 Table A2-6 (9) Water Requirements for Land Soaking and Preparation (Bvumbwe Station) (Summer (Wet) Season Paddy 1) ---------------------------------------------------------- 4-111 Table A2-6 (10) Water Requirements for Land Soaking and Preparation (Bvumbwe Station) (Summer (Wet) Season Paddy 2) ---------------------------------------------------------- 4-111 Table A2-7 (1) Water Requirements for Nursery and Land Preparation (Karonga Station) (Summer (Wet) Season Paddy1 and Paddy 2) ----------------------------------------- 4-112 Table A2-7 (2) Crop Water Requirements for Summer Season Paddy 1 (Karonga Station) (Summer (Wet) Season Paddy 1 and Paddy 2) ---------------------------------------- 4-113 Table A2-7 (3) Water Requirements for Nursery and Land Preparation (Nkhotakota Station) (Summer (Wet) Season Paddy1 and Paddy 2) ----------------------------------------- 4-114 Table A2-7 (4) Crop Water Requirements for Summer Season Paddy 1 (Nkhotakota Station) (Summer (Wet) Season Paddy 1 and Paddy 2) ---------------------------------------- 4-115 Table A2-7 (5) Water Requirements for Nursery and Land Preparation (Mangocji Station) (Summer (Wet) Season Paddy1 and Paddy 2) ----------------------------------------- 4-116 Table A2-7 (6) Crop Water Requirements for Summer Season Paddy 1 (Mangochi Station) (Summer (Wet) Season Paddy 1 and Paddy 2) ---------------------------------------- 4-117 Table A2-7 (7) Water Requirements for Nursery and Land Preparation (Mulanje Station) (Summer (Wet) Season Paddy1 and Paddy 2) ----------------------------------------- 4-118 Table A2-7 (8) Crop Water Requirements for Summer Season Paddy 1 (Mulanje Station) (Summer (Wet) Season Paddy 1 and Paddy 2) ---------------------------------------- 4-119 Table A2-7 (9) Water Requirements for Nursery and Land Preparation (Bvumbwe Station) (Summer (Wet) Season Paddy1 and Paddy 2) ----------------------------------------- 4-120 Table A2-7 (10) Crop Water Requirements for Summer Season Paddy 1 (Bvumbwe Station) (Summer (Wet) Season Paddy 1 and Paddy 2) ---------------------------------------- 4-121 Table A2-8 (1) Irrigation Water Supply for Dry Season Crop at Each Verification Site ---------- 4-122 Table A2-8 (2) Irrigation Water Supply for Dry Season Crop at Each Verification Site ---------- 4-124 3. Reservoir Operation Study on Chiwoza Dam Table A3-1 Probability Analysis of Annual Rainfall at Kasungu Station ----------------------- 4-126

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Final Report, Appendix 4 Water Management August 2009

iv

Table A3-2 (1) Estimation of Unit Gross Irrigation Water Requirements for Chiwoza Dam Irrigation Scheme (Case : Normal Year) ------------------------------------------------ 4-127 Table A3-2 (2) Estimation of Unit Gross Irrigation Water Requirements for Chiwoza Dam Irrigation Scheme (Case : Drought Year) ----------------------------------------------- 4-128 Table A3-2 (3) Estimation of Unit Gross Irrigation Water Requirements for Chiwoza Dam Irrigation Scheme (Case : Severe Drought Year) -------------------------------------- 4-129 Table A3-3 (1) Reservoir Operation Study on Chiwoza Dam (Case : Normal Year) -------------- 4-130 Table A3-3 (2) Reservoir Operation Study on Chiwoza Dam (Case : Drought Year) ------------- 4-132 Table A3-3 (3) Reservoir Operation Study on Chiwoza Dam (Case : Severe Drought Year) --- 4-134 4. Training on Water Management Table A4-1 (1) Summary of Farmer Training on Water Management for 2008 Dry Season Cropping --------------------------------------------------------------------------------------- 4-142 Table A4-1 (2) Training Report on Water Management (Bethani 1/2) -------------------------------- 4-145 Table A4-1 (3) Training Report on Water Management (Bethani 2/2) -------------------------------- 4-148 Table A4-1 (4) Training Report on Water Management (Mantha 1/2) -------------------------------- 4-150 Table A4-1 (5) Training Report on Water Management (Mantha 2/2) -------------------------------- 4-153 Table A4-1 (6) Training Report on Water Management (Chiwoza 1/2) ------------------------------ 4-154 Table A4-1 (7) Training Report on Water Management (Chiwoza 2/2) ------------------------------ 4-158 Table A4-1 (8) Training Report on Water Management (Kachere 1/2) ------------------------------- 4-160 Table A4-1 (9) Training Report on Water Management (Kachere 2/2) ------------------------------- 4-163 Table A4-1 (10) Training Report on Water Management (Titukulane 1/2) ---------------------------- 4-165 Table A4-1 (11) Training Report on Water Management (Titukulane 2/2) ---------------------------- 4-168 Table A4-1 (12) Training Report on Water Management (Chaseta 1/2) -------------------------------- 4-169 Table A4-1 (13) Training Report on Water Management (Chaseta 2/2) -------------------------------- 4-172 Table A4-1 (14) Training Report on Water Management (Bawi 1/2) ----------------------------------- 4-173 Table A4-1 (15) Training Report on Water Management (Bawi 2/2) ----------------------------------- 4-176 Table A4-1 (16) Training Report on Water Management (Chibwana 1/2) ----------------------------- 4-177 Table A4-1 (17) Training Report on Water Management (Chibwana 2/2) ----------------------------- 4-180

LIST OF FIGURES 1. Climate and Hydrology Figure A1-1 Monthly Rainfall Pattern at Representative Stations --------------------------------- 4-136 Figure A1-2 Moving Average (10-Year), Monthly Fluctuation and Max. and Min. Water Level of the Malawi Lake --------------------------------------------------------- 4-137 2. Estimation of Irrigation Water Requirements Figure A2-1 (1) Crop Coefficient (Kc) Values for Summer (Wet) Season Paddy 1 ---------------- 4-138 Figure A2-1 (2) Crop Coefficient (Kc) Values for Summer (Wet) Season Paddy 2 ---------------- 4-139 Figure A2-2 (1) Crop Coefficient (Kc) Values for Winter (Dry) Season Paddy 1 ------------------- 4-140 Figure A2-2 (2) Crop Coefficient (Kc) Values for Winter (Dry) Season Paddy 2 ------------------- 4-141

Page 67: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Tab

le A

1-1(

1)

Mon

thly

Rai

nfal

l Dat

a (S

tatio

n :

Kar

onga

in N

orth

Reg

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(Uni

t : m

m/m

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ear

July

Aug

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ept.

Oct

.N

ov.

Dec

.Ja

n.Fe

b.M

ar.

Apr

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ayJu

neTo

tal

1970

/71

1.8

0.0

0.0

3.8

52.1

255.

313

7.2

170.

414

3.5

175.

50.

80.

094

0.4

1971

/72

0.0

0.0

0.0

0.0

52.6

137.

718

6.9

134.

925

1.2

172.

210

.94.

195

0.5

1972

/73

0.0

0.0

0.0

0.0

79.2

221.

012

7.8

199.

616

9.4

145.

08.

60.

095

0.6

1973

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0.5

0.0

0.0

0.0

1.0

134.

140

7.2

141.

750

3.2

451.

926

9.0

2.8

1911

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74/7

511

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00.

06.

44.

823

6.0

219.

213

0.8

211.

321

8.2

3.0

1.8

1043

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75/7

60.

07.

10.

00.

013

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4.5

220.

015

4.9

439.

720

6.8

12.4

5.6

1184

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00.

50.

06.

40.

099

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4.9

117.

126

1.6

156.

571

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089

7.7

1977

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0.0

0.0

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59.9

167.

417

9.8

192.

554

0.8

161.

30.

00.

813

02.5

1978

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0.0

0.0

0.0

52.3

236.

723

5.5

324.

145

0.9

342.

616

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516

58.9

1979

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0.0

0.0

0.0

0.0

159.

534

5.7

157.

211

0.5

477.

823

6.0

0.8

0.0

1487

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10.

00.

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270.

122

4.6

89.9

74.0

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919

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00.

30.

00.

015

5.8

73.4

68.7

140.

814

4.1

125.

927

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273

7.1

1982

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0.0

0.0

16.1

88.0

54.1

230.

346

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1.5

297.

415

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1983

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0.0

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367.

725

5.7

202.

529

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00.

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9.3

159.

990

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9.5

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100.

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727

4.9

68.7

22.8

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59.

338

5.9

74.4

260.

115

9.3

146.

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10.

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1987

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213.

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1988

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00.

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118.

821

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1991

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0.0

0.5

201.

021

4.9

100.

813

9.8

193.

345

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689

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1992

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0.0

0.0

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118.

411

7.5

137.

513

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159.

721

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322

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00.

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914

5.8

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70.

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00.

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315

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00.

00.

10.

00.

213

2.6

115.

462

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3.7

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123

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389

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1999

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0.0

0.0

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48.6

95.1

86.4

263.

924

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0.0

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00.

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.213

0.0

241.

618

7.9

90.9

343.

611

0.1

65.9

0.0

1190

.220

01/0

20.

00.

00.

30.

00.

018

7.0

228.

124

3.4

544.

910

8.7

0.0

0.0

1312

.420

02/0

30.

00.

00.

00.

053

.919

1.3

254.

913

311

3.9

167.

42.

10.

091

6.5

2003

/04

00

00

012

6.1

185.

721

2.1

193.

349

7.8

20.

012

17.0

2004

/05

2.0

0.0

0.0

0.0

222.

519

9.0

226.

120

0.7

175.

853

.41.

40.

310

81.2

2005

/06

0.2

0.0

0.0

0.0

5.0

167.

424

2.6

59.1

289.

929

833

.40.

510

96.1

Ave

rage

1.3

0.2

0.0

1.6

48.8

172.

618

0.6

152.

525

9.0

179.

223

.10.

710

19.7

4-1

Page 68: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Tab

le A

1-1

(2)

M

onth

ly R

ainf

all D

ata

(Sta

tion

: M

zuzu

in N

orth

Reg

ion)

(U

nit :

mm

/mon

th)

Yea

rJu

lyA

ug.

Sep

t.O

ct.

Nov

.D

ec.

Jan.

Feb.

Mar

.A

pr.

May

June

Tota

l19

70/7

113

.81.

74.

83.

742

.322

1.3

287.

215

7.8

283.

917

8.9

11.5

10.8

1217

.719

71/7

215

.60.

51.

716

.039

.512

4.0

152.

211

0.4

168.

316

0.2

72.7

43.3

904.

419

72/7

314

.87.

024

.325

.014

9.6

112.

810

7.8

96.9

189.

627

0.7

0.6

51.0

1050

.119

73/7

420

.015

.30.

310

.821

.717

6.3

287.

314

7.3

171.

029

8.9

106.

55.

112

60.5

1974

/75

45.0

7.1

0.0

3.2

4.1

215.

721

0.8

190.

331

7.4

285.

640

.026

.613

45.8

1975

/76

9.6

7.3

0.0

23.9

15.9

179.

629

8.3

172.

928

7.1

229.

117

1.2

81.0

1475

.919

76/7

77.

33.

90.

077

.055

.378

.517

4.1

107.

618

1.2

136.

441

.225

.488

7.9

1977

/78

31.0

14.1

0.8

37.0

47.2

234.

115

5.3

103.

929

4.3

297.

93.

182

.013

00.7

1978

/79

15.2

0.0

9.6

71.7

114.

620

5.9

222.

922

8.2

344.

915

8.4

21.5

14.8

1407

.719

79/8

057

.90.

04.

615

.410

1.7

166.

829

6.1

51.7

256.

130

1.0

50.5

3.3

1305

.119

80/8

114

.013

.810

.432

.421

.119

1.9

138.

922

3.3

131.

376

.531

.59.

289

4.3

1981

/82

5.1

2.0

17.1

106.

17.

923

1.8

267.

915

0.2

225.

113

0.3

111.

211

.012

65.7

1982

/83

57.1

17.1

6.5

25.0

220.

215

1.0

240.

713

7.4

126.

397

.155

.835

.611

69.8

1983

/84

86.1

6.2

0.0

17.6

22.2

224.

015

4.8

153.

531

3.6

231.

011

0.6

64.1

1383

.719

84/8

535

.51.

40.

014

9.8

57.2

343.

210

6.2

142.

719

5.6

396.

976

.913

.015

18.4

1985

/86

18.8

5.0

12.7

56.4

374.

821

0.0

185.

811

7.2

285.

623

3.6

23.8

44.5

1568

.219

86/8

71.

30.

05.

29.

621

8.8

199.

116

0.1

178.

297

.813

0.7

34.7

5.5

1041

.019

87/8

89.

511

.74.

069

.48.

815

3.4

160.

510

4.8

268.

021

7.3

142.

336

.211

85.9

1988

/89

6.7

26.1

0.0

104.

329

4.2

219.

616

7.1

326.

417

9.4

224.

477

.429

.116

54.7

1989

/90

69.1

0.5

20.2

6.5

129.

115

4.9

160.

320

5.4

62.8

71.8

155.

312

.710

48.6

1990

/91

37.7

17.6

5.3

32.4

150.

499

.623

0.9

108.

459

6.5

219.

46.

50.

915

05.6

1991

/92

42.5

13.7

0.2

22.7

94.8

132.

612

2.5

35.9

140.

855

.940

.638

.174

0.3

1992

/93

9.1

12.0

0.0

4.6

53.0

130.

514

8.4

149.

122

6.7

11.1

14.8

25.2

784.

519

93/9

433

.75.

00.

00.

239

.041

.826

9.3

263.

214

8.8

123.

15.

33.

593

2.9

1994

/95

8.3

19.0

2.1

18.4

62.6

54.9

190.

814

7.5

95.9

139.

390

.65.

583

4.9

1995

/96

1.0

36.9

12.4

27.7

62.3

152.

320

5.4

365.

927

0.4

169.

658

.717

.813

80.4

1996

/97

27.9

0.0

15.4

12.3

0.0

161.

319

5.6

188.

919

4.7

89.3

21.7

6.8

913.

919

97/9

814

4.9

0.5

0.0

27.5

44.4

290.

725

9.5

174.

114

9.0

110.

10.

86.

212

07.7

1998

/99

29.5

13.9

13.2

15.8

31.0

43.9

209.

511

6.8

538.

358

5.3

21.7

14.9

1633

.819

99/0

049

.539

.428

.448

.043

.914

0.3

159.

714

5.2

291.

616

622

.319

.211

53.5

2000

/01

21.4

7.2

0.0

18.2

101.

912

8.1

291.

959

.531

9.3

111.

252

.74.

411

15.8

2001

/02

32.8

20.9

8.0

3.9

2.3

78.6

215.

526

0.9

350.

617

2.6

4.2

94.6

1244

.920

02/0

39

43.5

5811

.130

9.2

217.

919

4.7

180.

518

6.5

97.2

38.9

12.7

1359

.220

03/0

476

.63

152.

11.

842

.129

6.9

194.

481

.314

9.2

337.

753

.522

.314

10.9

2004

/05

4.5

4.1

1812

4.9

11.6

261.

515

7.4

215.

115

1.3

28.8

10.2

16.2

1003

.620

05/0

641

.90

9.9

06.

714

2.8

85.2

122.

523

036

828

.212

.310

47.5

Ave

rage

30.7

10.5

12.4

34.2

83.4

171.

319

6.3

158.

923

3.9

192.

050

.325

.111

98.8

4-2

Page 69: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Tabl

e A

1-1

(3)

Mon

thly

Rai

nfal

l Dat

a (S

tatio

n :

Kas

ungu

in C

entr

al R

egio

n)

(U

nit :

mm

/mon

th)

Yea

rJu

lyA

ug.

Sep

t.O

ct.

Nov

.D

ec.

Jan.

Feb.

Mar

.A

pr.

May

June

Tota

l19

70/7

10.

00.

00.

06.

150

.616

6.0

302.

437

3.8

52.1

3.5

4.6

0.0

959.

119

71/7

20.

00.

00.

01.

042

.762

.114

7.4

74.5

87.5

15.1

1.8

0.0

432.

119

72/7

30.

00.

00.

00.

038

.010

1.2

161.

614

8.1

95.5

38.9

1.0

0.0

584.

319

73/7

40.

00.

00.

05.

10.

019

4.6

293.

018

3.7

137.

542

.580

.20.

093

6.6

1974

/75

13.5

0.0

0.0

0.0

62.3

106.

113

1.8

181.

615

5.9

35.3

0.0

0.0

686.

519

75/7

60.

00.

00.

00.

012

.268

.129

8.0

0.0

0.0

0.0

1.3

0.0

379.

619

76/7

70.

00.

00.

03.

87.

611

1.8

231.

399

.868

.910

.90.

00.

053

4.1

1977

/78

0.0

0.0

0.0

0.0

17.5

165.

918

3.2

165.

833

4.6

13.5

0.0

0.0

880.

519

78/7

90.

00.

00.

00.

054

.329

9.4

17.3

200.

217

8.0

22.9

0.0

0.0

772.

119

79/8

00.

00.

00.

011

.798

.915

7.8

187.

110

4.4

411.

092

.90.

00.

010

63.8

1980

/81

0.0

0.0

4.6

0.0

62.8

389.

114

9.3

307.

410

9.3

8.9

0.0

0.0

1031

.419

81/8

20.

00.

00.

03.

026

.719

9.1

72.5

119.

027

1.4

25.7

1.5

0.0

718.

919

82/8

30.

00.

00.

025

.044

.417

6.2

257.

119

8.2

20.3

35.2

1.1

0.0

757.

519

83/8

40.

00.

00.

00.

05.

021

1.8

148.

816

1.1

96.7

12.0

0.5

0.0

635.

919

84/8

50.

30.

00.

00.

064

.813

8.6

124.

325

8.3

115.

79.

41.

60.

071

3.0

1985

/86

0.0

0.0

0.0

1.0

189.

120

7.6

259.

526

9.6

109.

949

.20.

60.

010

86.5

1986

/87

0.0

0.0

0.0

53.5

30.1

205.

223

2.0

180.

674

.517

.20.

00.

079

3.1

1987

/88

0.0

0.0

2.3

0.4

0.2

177.

422

3.5

248.

016

8.6

10.3

0.0

0.0

830.

719

88/8

90.

10.

00.

010

.662

.242

.337

8.5

230.

817

9.0

11.3

1.8

0.0

916.

619

89/9

00.

00.

00.

01.

012

8.3

399.

712

0.6

163.

325

.10.

149

.40.

088

7.5

1990

/91

0.0

0.0

0.0

0.0

93.2

97.6

228.

417

5.8

144.

631

.50.

00.

077

1.1

1991

/92

1.7

0.0

0.0

1.5

30.8

187.

474

.110

0.2

109.

31.

89.

60.

051

6.4

1992

/93

0.0

0.2

0.0

0.0

19.1

141.

712

4.7

250.

525

3.6

5.5

0.0

0.0

795.

319

93/9

40.

22.

90.

00.

058

.011

8.7

373.

618

7.3

47.7

48.6

0.0

0.0

837.

019

94/9

50.

00.

00.

00.

313

.346

.726

4.8

139.

314

.020

.80.

00.

049

9.2

1995

/96

0.0

0.0

0.0

0.0

7.7

153.

630

9.4

274.

916

4.8

0.5

0.0

0.0

910.

919

96/9

70.

00.

00.

00.

60.

025

6.4

119.

634

0.5

52.7

86.6

0.0

0.0

856.

419

97/9

80.

00.

00.

814

.916

4.0

143.

133

9.2

66.9

108.

431

.50.

00.

086

8.8

1998

/99

0.0

0.0

0.0

46.8

56.4

150.

616

2.2

217.

517

8.2

26.2

0.0

0.0

837.

919

99/0

00.

00.

00.

00.

00.

864

.514

1.7

162.

316

9.6

6.6

0.0

0.8

546.

320

00/0

10.

00.

00.

07.

810

5.8

137.

835

6.2

173.

611

4.9

10.

00.

089

7.1

2001

/02

0.0

0.0

0.0

0.0

3.6

105.

518

5.1

207.

865

.629

.20.

00.

059

6.8

2002

/03

0.1

0.0

1.8

0.0

10.6

231.

017

9.7

268.

432

3.9

32.6

0.0

0.0

1048

.120

03/0

40

00.

20

2.2

257.

212

0.4

307.

675

.253

00.

081

5.8

2004

/05

0.0

0.0

0.0

2.9

60.0

451.

015

0.3

151.

761

.25.

115

.10.

089

7.3

2005

/06

0.0

0.0

0.0

0.0

86.4

91.4

137.

255

.115

0.6

302.

40

553.

1A

vera

ge0.

40.

10.

35.

547

.517

2.6

199.

618

7.4

131.

324

.04.

80.

077

3.5

4-3

Page 70: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Tabl

e A

1-1

(4)

M

onth

ly R

ainf

all D

ata

(Sta

tion

: Sal

ima

in C

entr

al R

egio

n)

(Uni

t : m

m/m

onth

)Y

ear

July

Aug

.S

ept.

Oct

.N

ov.

Dec

.Ja

n.Fe

b.M

ar.

Apr

.M

ayJu

neTo

tal

1970

/71

0.0

0.0

0.0

0.3

97.3

511.

637

0.3

296.

715

4.7

148.

390

.20.

016

69.4

1971

/72

0.0

0.0

0.8

9.1

56.1

250.

428

0.7

260.

927

6.4

89.7

18.3

0.8

1243

.219

72/7

30.

00.

00.

05.

612

.415

0.6

273.

613

6.1

237.

292

.50.

00.

090

8.0

1973

/74

0.0

0.0

0.0

1.3

4.3

162.

850

6.0

377.

444

3.2

108.

575

.71.

816

81.0

1974

/75

4.3

0.0

0.3

0.5

3.0

198.

415

5.2

258.

125

8.1

30.0

0.3

0.0

908.

219

75/7

60.

00.

00.

00.

09.

915

4.7

716.

836

1.2

336.

131

0.1

5.3

0.0

1894

.119

76/7

70.

00.

06.

64.

80.

394

.238

5.6

241.

323

4.4

25.4

0.3

0.0

992.

919

77/7

80.

00.

00.

013

.711

0.7

426.

546

8.1

499.

471

7.0

126.

50.

00.

023

61.9

1978

/79

0.8

0.0

0.0

0.0

51.6

339.

927

5.1

362.

022

5.8

34.8

0.0

0.5

1290

.519

79/8

00.

80.

00.

00.

014

2.2

154.

218

3.9

295.

726

7.5

305.

60.

00.

013

49.9

1980

/81

0.0

0.0

0.0

3.9

0.0

403.

619

3.6

488.

714

5.4

14.1

2.9

0.0

1252

.219

81/8

20.

00.

00.

02.

759

.910

7.2

112.

030

8.7

60.9

169.

76.

10.

082

7.2

1982

/83

0.0

0.5

0.0

12.8

49.3

177.

631

2.5

323.

220

7.9

35.2

1.2

1.2

1121

.419

83/8

40.

60.

00.

00.

02.

219

6.4

170.

227

3.4

125.

22.

219

.00.

078

9.2

1984

/85

0.0

0.0

0.0

0.0

17.5

316.

517

1.4

147.

835

5.4

59.3

0.0

0.0

1067

.919

85/8

60.

00.

00.

07.

251

.438

0.6

580.

618

7.8

233.

738

.30.

00.

014

79.6

1986

/87

0.0

0.0

0.0

13.3

29.3

190.

034

0.8

298.

212

4.4

41.1

0.0

0.0

1037

.119

87/8

80.

00.

01.

22.

915

.813

9.3

590.

737

5.0

440.

015

2.4

0.2

0.0

1717

.519

88/8

91.

20.

00.

091

.929

.133

8.9

433.

429

8.0

490.

93.

15.

00.

316

91.8

1989

/90

0.0

1.0

0.1

0.0

49.6

272.

941

6.8

116.

615

5.1

43.8

4.0

0.0

1059

.919

90/9

10.

00.

31.

40.

10.

018

5.4

524.

315

5.2

174.

830

.40.

70.

010

72.6

1991

/92

0.0

0.0

5.2

4.6

62.5

198.

525

6.2

110.

933

7.8

43.2

16.7

4.2

1039

.819

92/9

30.

00.

00.

00.

03.

410

9.6

267.

149

9.4

253.

519

5.2

0.5

5.2

1333

.919

93/9

40.

00.

10.

00.

142

.853

.255

1.3

140.

557

.02.

50.

70.

084

8.2

1994

/95

4.7

0.0

0.0

12.1

0.0

108.

314

9.6

102.

776

.34.

80.

00.

045

8.5

1995

/96

0.0

0.0

0.0

0.0

0.7

76.1

143.

948

1.8

302.

223

.212

9.2

0.0

1157

.119

96/9

70.

00.

00.

01.

50.

018

2.1

285.

233

3.9

199.

223

1.7

0.0

0.0

1233

.619

97/9

80.

40.

00.

06.

541

.571

8.8

399.

718

3.0

269.

267

.011

.00.

016

97.1

1998

/99

0.0

0.0

0.0

2.8

36.2

118.

417

7.6

416.

447

0.9

16.0

2.3

0.0

1240

.619

99/0

00.

00.

00.

00.

03.

252

.115

9.2

308.

613

710

0.9

0.0

0.9

761.

920

00/0

10.

00.

00.

026

.482

.027

9.9

347.

642

9.2

231.

410

.90.

00.

014

07.4

2001

/02

0.0

0.0

0.0

0.6

12.2

527.

545

2.4

223.

421

1.4

132.

40.

00.

015

59.9

2002

/03

08.

30.

80

25.3

341.

446

9.5

208.

148

886

.50.

00.

016

27.9

2003

/04

0.1

6.4

0.5

00

151

337.

131

2.9

92.2

214.

30.

00.

011

14.5

2004

/05

00

06.

273

.541

7.5

185.

917

5.8

038

.48.

60

905.

920

05/0

60

00.

40.

219

.316

5.5

341.

134

4.1

760.

740

.10

016

71.4

Ave

rage

0.4

0.5

0.5

6.4

33.2

240.

333

2.9

287.

026

5.3

85.2

11.1

0.4

1263

.1

4-4

Page 71: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Tabl

e A

1-1

(5)

M

onth

ly R

ainf

all D

ata

(Sta

tion

: Chi

tedz

e in

Cen

tral

Reg

ion)

(Uni

t : m

m/m

onth

)Y

ear

July

Aug

.S

ept.

Oct

.N

ov.

Dec

.Ja

n.Fe

b.M

ar.

Apr

.M

ayJu

neTo

tal

1970

/71

00

02

76.2

363

215.

129

2.9

100.

644

.523

.40.

51,

118.

2

1971

/72

00

05.

121

1.1

83.8

234.

414

6.3

99.1

129

17.3

092

6.1

1972

/73

0.8

00

1681

.316

2.6

206

7910

5.2

74.7

1.5

072

7.1

1973

/74

6.1

00

042

.222

9.9

101.

325

0.2

296.

967

.60

099

4.2

1974

/75

6.1

00

042

.222

9.9

101.

325

0.2

296.

967

.60

099

4.2

1975

/76

00

00

120.

714

6.1

270

305.

886

.984

.60

0.3

1,01

4.4

19

76/7

70.

80

7.4

10.9

19.8

211.

131

516

3.6

207.

352

.10

098

8.0

1977

/78

00

1.3

16.8

57.7

314.

733

9.9

79.5

234.

758

.40

3.8

1,10

6.8

19

78/7

90

00

074

.719

4.8

107.

723

8.5

124.

518

.35.

30

763.

8

19

79/8

04.

30

037

.312

2.7

126.

215

1.6

166.

964

.828

.75.

10

707.

6

19

80/8

10

08.

85.

756

.721

4.5

119.

531

7.3

152.

730

.20.

10

905.

5

19

81/8

20

00

31.2

105

112

253.

329

3.3

66.4

60.7

32.8

095

4.7

1982

/83

01.

50

38.4

8215

6.1

145.

318

5.4

67.2

42.5

2.5

6.3

727.

2

19

83/8

411

.80

05.

314

.218

520

5.8

165.

210

9.8

13.1

4.4

071

4.6

1984

/85

5.5

00.

10

115.

725

319

220

8.1

245.

354

.40

01,

074.

1

1985

/86

2.6

00

15.1

143.

517

7.3

188.

120

0.4

192.

236

.30.

60

956.

1

19

86/8

70

00

18.9

28.3

349.

428

8.6

179.

322

4.3

50.4

00

1,13

9.2

19

87/8

80

01.

222

.143

.813

9.5

203.

317

1.7

272.

353

1.8

090

8.7

1988

/89

00

043

.17

102.

235

8.6

270.

726

7.8

12.3

11.3

3.7

1,07

6.7

19

89/9

00

00

2.4

209.

921

7.2

326.

714

9.1

88.1

51.9

79.8

01,

125.

1

1990

/91

01.

10

0.5

81.5

58.5

228.

616

9.7

80.4

29.7

50.

765

5.7

1991

/92

1.1

023

1.1

108.

917

6.9

131.

520

.714

7.3

11.1

0.6

0.3

622.

5

19

92/9

30

00

044

.718

4.5

207.

526

6.8

187.

45.

20

089

6.1

1993

/94

00

51.

260

42.1

380.

866

.239

.63.

70

059

8.6

1994

/95

00

036

.418

142

151.

611

810

.42.

10

047

8.5

1995

/96

00

00

028

9.9

123.

634

9.6

228.

547

.49.

70

1,04

8.7

19

96/9

70

00

3.2

10.3

184.

725

7.1

139.

560

.213

1.5

9.7

079

6.2

1997

/98

0.3

00.

243

.718

0.4

281.

333

0.5

215.

610

12.

61.

10

1,15

6.7

19

98/9

90

0.2

011

.929

.424

5.7

336.

121

6.1

392.

546

.40

6.8

1,28

5.1

19

99/0

00.

31

0.1

099

.253

.719

5.8

131

141.

646

00

668.

7

20

00/0

10

00

17.3

148.

479

.831

6.8

234.

517

4.4

16.5

00

987.

7

20

01/0

20.

80

02

60.9

194.

322

9.5

217.

280

.60.

60

1.2

787.

120

02/0

30

08.

40.

153

.320

6.5

324.

720

9.2

230.

85

00

1038

.020

03/0

40

1.7

0.9

05.

411

3.6

222.

925

8.3

89.1

83.8

00

775.

720

04/0

50

00.

932

.511

5.2

245.

118

8.6

184.

426

.33.

70

079

6.7

2005

/06

0.0

0.0

1.4

0.9

61.9

139.

614

4.9

134

183.

643

.20.

60

710.

1A

vera

ge1.

10.

21.

611

.775

.918

3.5

224.

819

5.7

152.

141

.95.

90.

789

5.1

4-5

Page 72: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Tabl

e A

1-1

(6)

M

onth

ly R

ainf

all D

ata

(Sta

tion

: Man

goch

i in

Sout

h R

egio

n) (U

nit :

mm

/mon

th)

Yea

rJu

lyA

ug.

Sep

t.O

ct.

Nov

.D

ec.

Jan.

Feb.

Mar

.A

pr.

May

June

Tota

l19

70/7

10.

00.

00.

023

.913

2.8

134.

919

8.9

177.

812

8.8

14.0

0.3

0.8

812.

219

71/7

20.

00.

01.

80.

040

.111

7.1

132.

812

2.9

112.

527

.70.

03.

655

8.5

1972

/73

0.0

3.3

0.0

21.8

44.7

133.

919

8.6

65.8

82.3

42.2

0.0

2.3

594.

919

73/7

40.

00.

00.

00.

849

.018

1.1

166.

920

5.5

180.

311

2.0

46.2

4.1

945.

919

74/7

533

.31.

00.

50.

075

.910

2.6

161.

520

3.2

178.

875

.71.

51.

083

5.0

1975

/76

1.0

0.0

0.5

39.1

77.0

167.

621

3.9

378.

229

6.4

115.

68.

61.

312

99.2

1976

/77

5.3

0.0

0.0

31.5

5.8

110.

521

5.6

90.4

198.

93.

00.

30.

066

1.3

1977

/78

0.3

0.0

7.6

14.2

30.0

173.

734

5.7

256.

828

0.9

19.6

3.6

6.1

1138

.519

78/7

918

.50.

00.

09.

134

.831

7.5

173.

025

2.7

233.

440

.60.

01.

510

81.1

1979

/80

1.8

0.0

0.5

20.6

90.4

146.

312

5.0

191.

516

7.9

53.8

0.0

1.3

799.

119

80/8

10.

54.

00.

029

.773

.745

9.2

75.7

252.

314

1.6

5.7

15.1

0.0

1057

.519

81/8

20.

00.

00.

041

.037

.593

.315

8.9

356.

726

.816

.723

.10.

075

4.0

1982

/83

6.2

12.5

0.6

31.6

25.7

117.

344

.812

7.3

43.7

2.0

1.2

0.0

412.

919

83/8

416

.10.

10.

021

.837

.918

3.9

108.

745

3.8

174.

35.

60.

92.

310

05.4

1984

/85

2.4

0.1

12.7

1.7

115.

730

3.6

212.

817

7.2

88.3

42.3

0.2

0.6

957.

619

85/8

60.

04.

45.

426

.212

1.0

283.

517

2.0

215.

814

5.9

10.9

0.0

1.9

987.

019

85/8

71.

50.

00.

06.

864

.820

5.9

245.

611

9.9

71.3

40.3

2.4

3.5

762.

019

87/8

80.

00.

00.

057

.214

.615

0.9

175.

617

0.7

133.

022

.514

.20.

073

8.7

1988

/89

0.0

0.0

0.0

36.9

25.9

71.6

271.

429

5.7

241.

59.

00.

00.

095

2.0

1989

/90

0.0

0.0

3.6

1.0

48.3

114.

926

8.3

143.

879

.78.

727

.10.

069

5.4

1990

/91

0.0

2.6

0.0

0.0

6.2

73.4

351.

227

6.1

170.

811

.13.

70.

089

5.1

1991

/92

10.5

0.0

0.0

19.6

24.6

172.

254

.62.

416

7.4

0.0

2.6

0.0

453.

919

92/9

30.

31.

80.

62.

234

.114

6.8

240.

822

2.7

58.0

146.

80.

00.

085

4.1

1993

/94

0.0

27.0

0.0

8.9

65.2

40.5

131.

712

.954

.11.

20.

00.

534

2.0

1994

/95

0.0

6.0

0.0

4.1

0.5

55.2

165.

099

.610

.20.

71.

40.

134

2.8

1995

/96

0.2

0.0

0.0

0.0

30.4

165.

025

5.0

150.

016

1.0

20.7

21.0

4.3

807.

619

96/9

70.

00.

10.

06.

85.

722

4.3

272.

034

3.1

457.

614

0.6

0.0

0.0

1450

.219

97/9

86.

00.

016

.519

.029

.925

4.1

198.

764

.385

.73.

30.

00.

067

7.5

1998

/99

0.0

0.0

0.0

16.9

24.8

80.1

177.

995

.415

0.2

59.5

0.0

0.0

604.

819

99/0

04.

40.

20.

00.

133

.693

.211

4.4

178

187.

147

.40.

05.

266

3.6

2000

/01

0.1

0.6

0.0

29.6

105.

130

7.2

342.

523

6.7

184.

923

.85.

60.

012

36.1

2001

/02

0.0

2.1

3.8

3.6

41.0

163.

533

8.9

183.

529

.916

.60.

05.

078

7.9

2002

/03

0.0

0.0

1.0

12.9

34.3

185.

720

115

5.6

392

45.6

3.8

0.0

1031

.920

03/0

412

9.7

3.2

0.8

32.9

74.8

198.

711

9.1

18.6

42.2

2.4

0.0

514.

420

04/0

54.

60.

00.

053

.512

2.9

220.

417

0.5

87.3

5.3

26.5

0.0

0.0

691.

020

05/0

64.

90.

00.

20.

023

.314

4.5

202.

810

1.8

349.

953

.50

388

3.9

Ave

rage

3.6

2.1

1.6

16.5

48.9

165.

819

6.7

183.

015

2.5

36.3

5.1

1.3

813.

5

4-6

Page 73: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Tabl

e A

1-1

(7)

M

onth

ly R

ainf

all D

ata

(Sta

tion

: Chi

leka

in S

outh

Reg

ion)

(Uni

t : m

m/m

onth

)Y

ear

July

Aug

.S

ept.

Oct

.N

ov.

Dec

.Ja

n.Fe

b.M

ar.

Apr

.M

ayJu

neTo

tal

1970

/71

0.0

0.0

0.0

5.8

170.

227

6.6

249.

790

.458

.457

.29.

44.

392

2.0

1971

/72

0.3

0.0

2.0

13.5

175.

814

4.5

366.

817

2.5

82.3

54.4

42.4

0.0

1054

.519

72/7

30.

80.

00.

013

.575

.985

.919

8.1

60.7

86.6

35.1

0.0

2.5

559.

119

73/7

42.

30.

00.

058

.478

.523

1.9

182.

125

8.1

309.

943

.981

.811

.912

58.8

1974

/75

5.1

2.3

0.0

0.0

142.

226

6.7

107.

414

0.7

23.1

38.1

1.3

2.0

728.

919

75/7

60.

00.

80.

011

.490

.467

.818

1.4

229.

919

2.8

80.8

0.8

0.0

856.

119

76/7

70.

00.

00.

035

.665

.036

3.7

184.

721

7.7

209.

66.

40.

00.

010

82.7

1977

/78

0.3

0.0

6.9

6.9

104.

613

2.3

168.

429

7.9

355.

963

.014

.72.

511

53.4

1978

/79

0.5

0.0

0.0

45.0

72.6

231.

976

.510

2.1

168.

950

.00.

02.

875

0.3

1979

/80

6.9

8.4

0.0

36.6

199.

964

.559

.925

9.1

174.

239

.90.

82.

585

2.7

1980

/81

0.0

0.0

10.0

26.7

18.3

256.

314

6.1

245.

017

3.8

12.8

4.0

0.0

893.

019

81/8

21.

30.

00.

053

.927

.181

.014

3.0

418.

934

.457

.111

.90.

082

8.6

1982

/83

12.0

1.3

0.0

46.7

87.9

104.

519

8.3

91.7

86.3

57.0

2.1

7.9

695.

719

83/8

412

.00.

00.

013

0.4

27.2

83.6

59.3

233.

432

6.2

69.0

14.4

0.6

956.

119

84/8

50.

60.

021

.710

.016

6.0

199.

221

8.9

230.

934

5.1

77.5

11.7

0.5

1282

.119

85/8

62.

21.

122

.645

.199

.326

4.3

302.

416

4.0

67.0

60.4

0.0

0.0

1028

.419

85/8

70.

30.

00.

011

3.0

211.

314

5.0

265.

768

.047

.12.

30.

41.

685

4.7

1987

/88

0.5

0.0

1.1

36.7

139.

618

1.8

243.

226

8.3

72.7

170.

015

.40.

811

30.1

1988

/89

0.0

0.0

0.0

58.0

75.3

102.

733

0.1

322.

924

6.6

3.5

3.6

0.7

1143

.419

89/9

00.

06.

15.

617

.312

7.6

216.

222

8.4

58.2

26.8

51.5

38.4

2.0

778.

119

90/9

10.

01.

113

.63.

657

.111

0.4

188.

419

8.2

190.

961

.88.

40.

083

3.5

1991

/92

0.0

0.0

0.0

65.3

121.

248

.819

8.1

20.5

161.

527

.70.

09.

465

2.5

1992

/93

0.7

0.7

0.0

29.3

87.1

83.1

285.

113

7.3

30.8

72.5

8.6

8.3

743.

519

93/9

40.

10.

114

.338

.467

.913

1.8

192.

694

.451

.510

3.6

0.0

0.8

695.

519

94/9

50.

00.

00.

018

.56.

711

6.4

214.

811

6.4

65.0

5.4

2.3

0.5

546.

019

95/9

60.

00.

70.

00.

011

9.2

281.

617

5.2

229.

115

1.8

7.3

4.3

0.0

969.

219

96/9

70.

00.

70.

06.

493

.829

3.3

357.

259

2.6

59.6

27.6

0.0

0.0

1431

.219

97/9

80.

80.

07.

963

.977

.719

5.7

285.

223

5.6

117.

81.

10.

60.

098

6.3

1998

/99

0.3

0.0

0.0

1.7

66.7

123.

633

3.2

234.

110

9.1

86.1

0.0

0.0

954.

819

99/0

08.

10.

00.

00.

098

.578

.426

8.6

205.

790

.316

.40.

10.

076

6.1

2000

/01

0.7

0.0

0.0

18.7

200.

222

7.0

41.5

358.

821

4.8

19.3

25.7

0.0

1106

.720

01/0

20.

01.

13.

112

.278

.320

5.0

219.

010

3.5

134.

010

0.2

0.0

0.5

856.

920

02/0

30

39.2

8.2

37.1

19.2

110.

918

3.8

149

214.

51.

230

.70.

779

4.5

2003

/04

0.7

00

4.2

22.4

4629

9.8

46.5

106.

873

0.0

7.0

606.

420

04/0

50

7.5

023

.610

5.4

180.

117

312

.45.

40.

913

052

1.3

2005

/06

00

40.6

016

2.5

145

263

257.

719

2.2

20.6

00.

410

82.0

Ave

rage

1.6

2.0

4.4

30.2

98.3

163.

321

0.8

192.

313

8.4

46.0

9.6

2.0

898.

8

4-7

Page 74: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Tabl

e A

1-1

(8)

M

onth

ly R

ainf

all D

ata

(Sta

tion

: Chi

kwaw

a B

oma

in S

outh

Reg

ion)

(Uni

t : m

m/m

onth

)Y

ear

July

Aug

.S

ept.

Oct

.N

ov.

Dec

.Ja

n.Fe

b.M

ar.

Apr

.M

ayJu

neTo

tal

1970

/71

7.4

00

9.2

79.8

194.

134

6.7

26.2

45.5

046

.53.

875

9.2

1971

/72

4.3

00

0.8

162.

812

6.2

182.

112

2.7

88.6

10.2

4.8

23.9

726.

4

19

72/7

38.

48.

40

014

1.2

50.5

423.

442

.770

.471

.47.

916

.884

1.1

1973

/74

24.1

8.1

03.

885

.613

5.6

150.

613

7.9

129.

346

.215

28.7

764.

9

19

74/7

529

.77.

49.

40

98.8

110.

515

4.9

101.

644

.713

14.2

20.1

604.

3

19

75/7

61.

33.

80

116.

111

4.3

196.

130

.217

4.2

206.

742

.250

.338

.797

3.9

1976

/77

140.

30

20.1

9.1

349.

510

3.4

74.4

153.

28.

90.

37.

474

0.6

1977

/78

23.

611

.40

37.3

193

201.

974

.722

0.7

51.6

5.3

17.5

819.

0

19

78/7

921

.10

032

.373

.927

3.8

189.

513

0.3

229.

45.

88.

441

.11,

005.

6

1979

/80

38.9

0.3

3.6

22.4

80.5

187.

792

.565

251

13.6

23.1

21.8

800.

4

19

80/8

10

8.8

12.1

3.2

17.5

209.

521

2.1

205.

849

.433

.712

.46.

277

0.7

1981

/82

15.7

08.

38.

914

.311

3.4

187.

420

1.4

19.5

67.1

27.6

6.8

670.

4

19

82/8

354

.252

.18.

689

.418

9383

.913

4.2

720

120

617.

4

19

83/8

418

.88.

80

18.1

49.3

221.

359

132.

961

.634

.67.

26.

561

8.1

1984

/85

05.

60

2154

.512

8.5

156.

414

2.5

199.

713

2.1

99.

285

8.5

1985

/86

7.7

13.9

0.8

38.8

85.7

166.

135

4.1

132.

356

.310

3.8

1.8

31.7

993.

0

19

86/8

739

05.

892

.872

.815

4.3

195.

511

.149

.128

.510

.323

682.

2

19

87/8

80

00

34.6

129.

413

7.2

168.

413

8.4

124.

28.

132

.20

772.

5

19

88/8

926

.63.

10

36.3

27.5

90.6

227.

920

5.7

427.

739

.60

38.5

1,12

3.5

19

89/9

03.

38

7.1

9.6

62.4

98.2

202.

494

.763

.519

.631

.238

.563

8.5

1990

/91

00

00

50.2

58.3

240.

758

.715

6.3

270

059

1.2

1991

/92

00

00

6220

.112

4.3

7.4

206.

30

10.3

043

0.4

1992

/93

00

029

.514

1.8

150.

941

7.4

149.

216

.70

00

905.

5

19

93/9

44.

616

012

.597

.449

.117

291

.263

.60

00

506.

4

19

94/9

55

50

16.9

23.8

7023

2.7

38.8

026

.80

041

9.0

1995

/96

00

00

6534

6.1

224

274.

816

7.1

66.1

17.2

45.2

1,20

5.5

19

96/9

70

00

1693

.829

3.3

357.

259

2.6

59.6

27.6

00

1,44

0.1

19

97/9

80

00

1754

.297

.427

9.6

144.

769

.813

.61.

80

678.

1

19

98/9

90

12.6

00

72.2

220

336.

519

9.3

107.

684

.33.

48.

91,

044.

8

1999

/00

18.5

0.3

61.1

8.4

89.2

246

166.

870

.827

.116

6.9

711.

1

20

00/0

123

.44.

30

5.5

165.

470

.527

927

0.3

164.

152

.40

01,

034.

9

2001

/02

00

02.

38.

922

7.1

204.

918

9.6

100.

82.

60

073

6.2

2002

/03

13.9

230

013

.428

.950

7.5

83.5

135.

825

.619

.25.

485

6.2

2003

/04

34.5

018

.10

58.3

57.9

212.

510

8.5

9232

.518

.527

.266

0.0

2004

/05

27.2

190

2669

.717

3.5

64.5

51.7

18.4

27.2

00

477.

220

05/0

60.

00.

00.

00.

061

.117

9.9

135.

411

2.4

233.

123

.90

074

5.8

Ave

rage

12.3

5.9

4.1

19.2

70.6

150.

621

5.5

135.

811

7.3

32.4

11.3

13.2

784.

0

4-8

Page 75: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A1-2 (1) Daily Rainfall Records

Station

Year :

Oct. Nov. Dec. Jan. Feb. Mar. Apr. May

1 4

2 2.3

3 8

4 8 38 7

5 30 5

6 9

7 14

8 8

9 28

10 16

11 14 2.2

12 4 3.7 2

13 15

14

15 14

16

17

18

19

20 3

21 2

22

23

24 5

25 8

26 22

27 18

28 15 10

29 19 5

30 6

31 11

Total 0 0 117 167.9 71.3 0 0 0

Data Source : Mhuju EPA

Remarks

2007/2008

DateMonth

Ngonga North (Bethani Irrigation Scheme)

4-9

Page 76: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A1-2 (2) Daily Rainfall Records

Station

Year :

Oct. Nov. Dec. Jan. Feb. Mar. Apr. May

1

2 3

3 19.3 18

4

5 23

6 35

7 16.3 19.9

8

9 46.2

10 3.4 1.4

11 1.2

12 0.6

13 3.1

14 1.4

15 11.8

16 22.7

17 9.2

18

19 2.1

20 3.7

21

22

23 14

24 20

25 19.6

26 53 2.9

27 6.3

28 5

29

30 30.2

31 17.1

Total 53 0 171.6 140.8 44 0 0 0

Data Source : Luwelezi EPA

Remarks

2007/2008

DateMonth

Luwerezi (Mantha Irrigation Scheme)

4-10

Page 77: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A1-2 (3-1) Daily Rainfall Records

Station

Year :

Oct. Nov. Dec. Jan. Feb. Mar. Apr. May

1 13.8

2 22.2 41.4

3 4.3 3.2

4 2.1 4.8

5 2 4.3

6 12.4

7 7.3 11.3

8 5 62

9 3.2 22.4 13.5

10 12.7

11

12 6.2

13 65 41.5

14 40.0 14 9

15 0.9 7.5

16 5.0 0.5

17 8.9 1.5

18 7.5

19 5.0

20 5.5 4.7

21 8.2 6.9

22 12.8 25 12.9

23 3.0 11.7

24 28.0 2.4 32.5 3.1

25 4.6 24.2 24.3

26 6.5 64.5

27 4.0 12.3

28 2.3 58.1 46.9 5 9.1

29 6.7

30 2.5 22.8

31 10.0 16.3

Total 0 92.3 140.3 404.8 173.6 115.6 10.6 0

Data Source : Chulu EPA

Remarks

2006/2007

DateMonth

Chulu Station (Chiwoza Dam Irrigation Scheme)

4-11

Page 78: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A1-2 (3-2) Daily Rainfall Records

Station

Year :

Oct. Nov. Dec. Jan. Feb. Mar. Apr. May

1

2 25.5

3 9 15.3

4

5

6 20 22.7 38.6

7 15 16.9 30.3

8 1.6 24.9

9 53.4

10 14.1 8.5

11

12

13

14

15

16 18.3

17

18 17.9 33.1

19 16.9

20 45.2 20.5

21 13.9

22

23 7.6

24

25 4.3

26 3.1 30

27 5.9

28

29 8.2

30 65.6 7.5

31

Total 7.4 20 180.5 214.9 171 0 0 0

Data Source : Chulu EPA

Remarks

2007/2008

DateMonth

Chulu Station (Chiwoza Dam Irrigation Scheme)

4-12

Page 79: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A1-2 (4) Daily Rainfall Records

Station

Year :

Oct. Nov. Dec. Jan. Feb. Mar. Apr. May

1 7.3

2 15.5

3 7.4

4 4.5 17.8

5

6 8.8

7 21.1 53.1 2.2 8.0

8 5.2

9 20.5

10 16.2 14.6

11 9.5

12

13 27.5

14 25.2

15 2.3

16 15.3

17 5.0

18 0.6

19 14.0

20 29.1 3.2

21 6.4 16.2

22 6.3

23 5.3 3.5

24 8.2 3.3

25 3.6

26 8.0 29.2

27 9.0

28 3.4 16.4

29 15.1 0.7

30 16.2 0.8

31 16.3 1.5

Total 0 21.1 225.1 168.2 88.9 0 0 0

Data Source : Chipala EPA

Remarks

2007/2008

DateMonth

Chipala (Kachere Irrigation Scheme)

4-13

Page 80: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A1-2 (5) Daily Rainfall Records

Station

Year :

Oct. Nov. Dec. Jan. Feb. Mar. Apr. May

1 6.4 16.5

2 0.9 26.7 14.9

3 45.6 52.3

4 41.5

5

6 6.2 4.6

7 15.0 49.8

8 5.0

9 7.1 2.8

10 2.1

11 24.6 16

12 10.7

13 6.1 29.0

14 5.6 29.6

15 5.7

16

17

18 5.9 26.0 12.4

19 33.7 11.2

20 3.6

21 19.4 23.3

22 1.4 8.6

23 6.2

24 6.4 3.4

25 0.1 13.6 10

26 0.6 17.9 15.8

27 44.3

28 2.7 9.0 29.1

29 3.1 29.8

30 9.9 6.6

31 26.4 21.2

Total 3.7 45.6 267.5 425.8 83.7 0 0 0

Data Source : Natchisaka EPA

Remarks

2007/2008

DateMonth

Natchisaka Station (Titukulane Irrigation Scheme)

4-14

Page 81: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A1-2 (6) Daily Rainfall Records

Station

Year :

Oct. Nov. Dec. Jan. Feb. Mar. Apr. May

1 7.6

2 37.4

3

4 117.0 6.2

5 23.0

6 16.0 1.6

7 6.1 2.8

8 0.2

9

10 6.0 12.5

11 31.3 70.3

12 2.2 8.0

13 7.6

14

15

16

17 3.0

18 3.4 33.0 17.2 7.0

19 19.7

20 2.8

21 9.8 6.9

22 8.3 6.2 8.0

23 0.8 35.0

24 44.8 17.3

25 0.5 1.0 3.0

26 39.4 36.2

27 7.0 18.0

28 1.2 44.5

29

30 7.0 8.5 44.2

31

Total 21.7 96.0 179.4 463.2 29.2 0 0 0

Data Source : Mlomba EPA

Remarks

2007/2008

DateMonth

Mlomba Station (Chaseta Irrigation Scheme)

4-15

Page 82: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A1-2 (7) Daily Rainfall Records

Station

Year :

Oct. Nov. Dec. Jan. Feb. Mar. Apr. May

1 16 1.3

2 42 15.5 3.2

3 20.5 0.8

4 25 2.1

5 18.5

6 19.5

7 5 31.4

8 6 5.3

9

10

11 2 3.8

12 8.1

13 52

14

15 14.5

16 3.8

17 34.5

18 3.2

19 18.2 8.5

20 60 59.8

21 5.3

22 13.9

23 1.5 2.5

24 5.9

25 1.8 8.6

26 8

27 30.5 15.5

28 15 1.5

29 32 23

30 8

31

Total 0 0 105.5 307 116.3 96.4 28.3 0

Data Source : Manjawira EPA

Remarks

2006/2007

DateMonth

Manjawira Station (Bawi Irrigation Scheme)

4-16

Page 83: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A1-2 (8) Daily Rainfall Records

Station

Year :

Oct. Nov. Dec. Jan. Feb. Mar. Apr. May

1 5

2 6

3 30.2

4 40

5 9.1

6

7 6 23 6

8 26 28

9 15 40

10 6

11 7 13

12 23

13 5 24

14 5 17

15 13

16 8

17 24 23 6

18 4 75

19 42 15

20 10 20

21 28

22 12 17.5

23 12

24 16 19

25 24

26 15 28

27 2 27 20

28

29 4 24

30 17

31

Total 4 68 271 422.8 74 0 0 0

Data Source : Nsanama EPA

Remarks

2007/2008

DateMonth

Nsanama Station (Chibwana Irrigation Scheme)

4-17

Page 84: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-1 (1) Climatological Data and Analysis for Evapo-Transpiration

Station : Chitipa Lat :09 º 42 ' S Long : 33 º 16 ' E Elevation : 1,285 (m)Item Jan. Feb. Mar. Apr. May Jun. July Aug. Sept. Oct. Nov. Dec. Annual Year Period

Precipitation (mm) 211.7 221.9 192 58.7 6.7 0.6 0.6 0.0 0.5 6.1 68.8 218.3 985.9 31 1956 - 86

Temp. Mean Max. (oC) 26.3 26.4 26 25.6 24.9 23.6 23.3 24.8 27.7 29.7 29.6 27 26.2 30 1958 - 87

Temp. Mean Min. (oC) 12.1 17.1 17.1 16.9 15 12.9 12.3 13.6 15.9 18.1 18.4 17.6 15.6 32 1956 - 87

Temp Average (oC) 21.7 21.8 21.6 21.3 20 18.3 17.8 19.2 21.8 23.9 24 22.3 21.1

Wind Speed (m/sec) 1.6 1.5 2 2.7 3.2 3.4 3.9 4.4 4.8 4.8 3.5 1.9 3.1 25 1963 - 87

Actual Sunshine (hr) 4.7 4.8 5.4 7 8.6 9.4 9.7 10.1 9.9 9.4 7.8 5.4 7.7 29 1959 - 87

Pos. Sunshine (hr) 12.6 12.4 12.2 11.9 11.7 11.6 11.6 11.8 12.1 12.3 12.6 12.7 12.1

Humidity (%) 83 83 84 82 77 73 69 63 55 51 60 78 71.5 32 1956 - 88

Ext. ter. Radiation 965 960 915 840 755 710 730 795 875 935 955 960 866.3(cal/cm²/day)ET- Penman (mm) 126.2 114.2 125.9 124.5 123.7 112.5 126.8 158.1 193.8 225.7 185.1 137.6 1754.1

EO- Penman (mm) 162.4 147.3 162.4 161.7 162.1 148.2 165.2 201.5 240.6 277.1 230.4 175.8 2234.7

Data Source : Meteorological Department, Ministry of Transport and Communication, Blantyre

Table A2-1 (2) Climatological Data and Analysis for Evapo-Transpiration

Station : Karonga Lat : 09 º 53 ' S Long : 33 º 57 ' E Elevation : 529( m)Item Jan. Feb. Mar. Apr. May Jun. July Aug. Sept. Oct. Nov. Dec. Annual Year Period

Precipitation (mm) 184.7 167.7 286.7 186.1 27.8 0.8 0.6 0.2 0.0 1.0 46.3 208.6 1110.5 19 1969 - 87

Temp. Mean Max. (oC) 29.6 29.6 29.1 28.9 28.5 27.3 27.1 28.2 30.5 32.4 32.5 30.4 29.5 19 1969 - 87

Temp. Mean Min. (oC) 21.8 21.7 21.5 21.3 19.9 17.9 17.2 17.7 19.6 22.1 23.1 22.4 20.5 19 1969 - 87

Temp Average (oC) 25.7 25.7 25.3 25.1 24.2 22.6 22.2 23 25.1 27.3 27.8 26.4 25

Wind Speed (m/sec) 1.7 1.7 1.7 2.1 2.4 2.4 2.5 2.4 2.5 2.8 2.5 1.9 2.2 19 1969 - 87

Actual Sunshine (hr) 5.8 6.2 6.7 7.3 8.2 8.8 9.2 10 10.2 10.2 9.1 6.9 8.2 19 1969 - 87

Pos. Sunshine (hr) 12.6 12.4 12.2 11.9 11.7 11.6 11.6 11.8 12.1 12.3 12.6 12.7 12.1

Humidity (%) 79 80 82 80 73 66 65 64 59 56 62 74 70 19 1969 - 87

Ext. ter. Radiation 965 960 915 840 755 710 730 795 875 935 955 960 866.3(cal/cm²/day)ET- Penman (mm) 151.6 139.2 148.2 138.9 137.3 125.4 134.9 154.1 180 216.7 199.5 167.4 1893.2

EO- Penman (mm) 192.5 177.5 190.0 178.5 176.1 161.4 173.9 198.7 228.9 271.9 250.2 212.0 2411.6

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Table A2-1 (3) Climatological Data and Analysis for Evapo-Transpiration

Station : Bolero Lat : 11º 01' S Lobg 33º 47' E Elevation : 1,100 m

Item Jan. Feb. Mar. Apr. May Jun. July Aug. Sept. Oct. Nov. Dec. Annual Year PeriodPrecipitation (mm) 164.7 165.2 121.2 34.4 3.5 0.5 0.2 0 0.7 6.2 34.5 163.3 694.4 26 1962-87

Temp. Mean Max. (oC) 27.9 27.8 28.2 27.7 26.7 25.6 25.6 26.5 29.4 30.9 30.5 28.9 28 6 1982-87

Temp. Mean Min. (oC) 17.6 17.3 17 15.7 12.8 9.4 8.3 11.1 15.3 19.2 19.6 18.3 15.1 6 1982-87

Temp Average (oC) 22.8 22.6 22.6 21.7 19.8 17.5 17 18.8 22.7 25.1 25.1 23.6 21.6

Wind Speed (m/sec) 0.9 0.8 1.3 1.3 1.4 1.1 1.6 2.1 2.4 2.9 2.2 1.3 1.6 6 1982-87

Actual Sunshine (hr) 5 5 6.2 7.4 8.2 8 9.4 9.7 10 9.4 5 5.6 7.4 6 1982-87

Pos. Sunshine (hr) 12.7 12.5 12.2 11.9 11.6 11.5 11.6 11.8 12.1 12.5 12.4 12.8 12.1

Humidity (%) 81 83 80 78 72 70 64 59 44 45 81 74 69.3 4 1984-87

Ext. ter. Radiation 971 961 912 832 745 697 719 786 870 935 960 966 862.8(cal/cm²/day)ET- Penman (mm) 129.3 114 132.4 120.6 109.7 88.2 103.2 130.8 169.2 205.9 162.6 142 1607.9

EO- Penman (mm) 166.8 147.6 171.7 158.4 146 119.4 139.5 172.4 216.3 257.5 209.1 181.4 2086.1

Table A2-1 (4) Climatological Data and Analysis for Evapo-Transpiration

Station : Mzuzu Lat : 11º 26' S Long : 33º 01' E Eleva tion : 1,254 m Item Jan. Feb. Mar. Apr. May Jun. July Aug. Sept. Oct. Nov. Dec. Annual Year Period

Precipitation (mm) 209.8 177.9 227.1 220.6 53.2 31.3 30.1 10.8 10.2 26.3 85.1 195.5 1,277.9 28 1960-87

Temp. Mean Max. (oC) 25.4 25.5 24.4 23.2 21.9 20.3 20 21.8 24.8 27.1 27.2 25.9 24 28 1960-87

Temp. Mean Min. (oC) 16 16.1 16 15.3 11.4 7.8 6.5 6.4 8.5 11.6 14.2 15.9 12.1 28 1960-87

Temp Average (oC) 20.7 20.8 20.2 19.3 16.7 14.1 13.3 14.1 16.7 19.4 20.7 20.9 18.1 28 1960-87

Wind Speed (m/sec) 1.6 1.6 1.8 2.1 1.9 1.9 1.9 1.9 2.2 2.4 2.2 1.7 1.9 26 1962-87

Actual Sunshine (hr) 4.7 4.9 5.3 5.7 7 7.3 7.7 8.9 9.6 9.7 8.4 5.6 7.1 23 1965-87

Pos. Sunshine (hr) 12.7 12.5 12.2 11.9 11.6 11.5 11.6 11.8 12.1 12.4 12.6 12.8 12.1

Humidity (%) 85 85 89 89 89 88 87 80 69 66 72 83 81.8 25 1963-87

Ext. ter. Radiation 971 962 912 832 745 697 719 786 870 935 960 966 862.9(cal/cm²/day)EO- Penman (mm) 121.5 110.6 114.7 100.8 88 72.3 77.2 98 128.4 160 151.5 129.3 1352.3

EO- PENMAN 157.2 143.4 150 132.9 120 100.5 107.6 134.2 170.4 208.3 196.5 167.1 1788.1

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Table A2-1 (5) Climatological Data and Analysis for Evapo-Transpiration

Station : Nkhata-Bay Lat : 11º 36' 3 Long : 34º 10' E Elevation : 500 m

Item Jan. Feb. Mar. Apr. May Jun. July Aug. Sept. Oct. Nov. Dec. Annual Year PeriodPrecipitation (mm) 228.8 198 177 48.1 7.1 5.8 4.9 2.2 3.5 21.9 73.4 232 1,002.7 87 1901-87

Temp. Mean Max. (oC) 28.7 28.8 28.7 28.3 27.2 25.7 25.4 26.7 28.6 30.2 30.5 28.9 28.1 32 1956-87

Temp. Mean Min. (oC) 21.2 21.2 20.8 20.2 17.9 15.7 15.2 15.6 17.4 19.7 21.2 21.3 19 32 1956-87

Temp Average (oC) 25 25 24.7 24.3 22.6 20.7 20.3 21.2 23 25 25.9 25.1 23.6

Wind Speed (m/sec) 1.8 1.8 2 2.3 2.7 2.9 3.1 2.9 2.9 3.1 2.7 2.2 2.5 21 1967-87

Actual Sunshine (hr) 5.5 5.7 6.1 6.6 7.8 8 8.2 9.4 10 10.1 8.9 6.4 7.7 21 1967-87

Pos. Sunshine (hr) 12.7 12.5 12.2 11.8 11.6 11.5 11.5 11.7 12 12.4 12.6 12.8 12.1

Humidity (%) 84 84 85 84 81 78 75 72 60 78 71 80 77.7 32 1956-87

Ext. ter. Radiation 974 962 910 828 740 691 713 782 867 934 962 970 861.1(cal/cm²/day)ET- Penman (mm) 143.8 130.2 139.2 127.2 121.2 106.2 117.2 139.5 164.4 196.5 184.5 156.2 1726.1

EO- Penman (mm) 183.2 178.2 178.6 163.5 157.2 138.3 151.9 180.7 210.9 249.2 233.7 198.4 2223.8

Table A2-1 (6) Climatological Data and Analysis for Evapo-Transpiration

Station : Mzimba Lat : 11º 54' S Long : 33º 36' E Elevation : 1,349 mItem Jan. Feb. Mar. Apr. May Jun. July Aug. Sept. Oct. Nov. Dec. Annual Year Period

Precipitation (mm) 219.1 191.9 163.2 40.2 4.8 0.8 0.6 0.6 0.6 5.1 55.8 181.4 864.1 59 1921-24

Temp. Mean Max. (oC) 25.3 25.4 25.5 25.1 24.3 22.7 22 23.4 26 28 28.1 26.2 25.2 32 1933-87

Temp. Mean Min. (oC) 16.3 16.2 16 15.4 13 10.8 10.3 11.5 14.2 16.9 17.3 16.7 14.6 32 1956-87

Temp Average (oC) 20.8 20.8 20.8 20.3 18.7 16.8 16.1 17.5 20.1 22.5 22.7 21.5 19.9

Wind Speed (m/sec) 1.5 1.6 2.3 2.9 3.3 3.2 3.4 3.8 4.1 4.3 3.3 2.1 3 26 1962-87

Actual Sunshine (hr) 4.6 4.9 5.3 7 8.6 8.8 8.7 9.6 10.1 10.1 8.1 5.2 7.6 32 1956-87

Pos. Sunshine (hr) 12.7 12.5 12.2 11.8 11.6 11.4 11.5 11.7 12 12.3 12.7 12.8 12.1

Humidity (%) 83 84 83 80 74 71 69 63 56 54 62 78 71.4 32 1956-87

Ext. ter. Radiation 976 963 909 825 735 686 707 777 864 934 965 973 859.5(cal/cm²/day)ET- Penman (mm) 122.8 114.4 124.6 120.9 118.1 101.4 109.1 138.9 173.4 209.9 177.3 135.8 1646.6

EO- Penman (mm) 158.4 144.2 160.9 156.9 154.7 134.1 142.9 178.9 219.3 262.3 222.9 173.3 2108.8

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Table A2-1 (7) Climatological Data and Analysis for Evapo-Transpiration

Station : Nkhotakota Lat : 12 º 55 ' S Long : 34 º17 ' E Elevation : 500 mItem Jan. Feb. Mar. Apr. May Jun. July Aug. Sept. Oct. Nov. Dec. Annual Year Period

Precipitation (mm) 320 266.3 407.6 227.8 33.5 11.5 7.9 2.1 0.7 10.2 79.8 281.6 1,649 68 1920-87

Temp. Mean Max. (oC) 28.5 28.6 28.5 28.0 26.9 25.7 25.4 26.9 29.5 31.8 31.5 29.4 28.4 32 1956-87

Temp. Mean Min. (oC) 21.1 21.4 20.9 20.7 17.9 15.7 15.3 15.9 18.0 20.8 22.0 21.3 19.3 32 1956-87

Temp Average (oC) 24.6 24.7 24.7 23.8 22.2 20.0 19.9 21.1 23.6 25.8 26.3 25.2 23.5

Wind Speed (m/sec) 1.6 1.9 1.9 2.2 2.9 3.1 2.8 2.6 2.7 2.8 2.6 2.1 2.4 21 1967-87

Actual Sunshine (hr) 5.4 5.7 6.9 8.0 8.7 9.2 9.0 9.5 9.9 9.9 9.0 6.6 8.2 20 1968-87

Pos. Sunshine (hr) 12.7 12.4 12.1 11.7 11.4 11.2 11.3 11.5 11.9 12.3 12.7 12.8 12

Humidity (%) 83 81 81 77 72 66 65 62 59 58 63 77 70.3 26 1962-87

Ext. ter. Radiation 982 965 906 817 724 673 696 768 859 933 969 976 855.7(cal/cm²/day)ET- Penman (mm) 145.7 131.6 147.3 135.6 130.5 115.5 124.9 146.3 173.7 212.4 196.8 159.3 1819.6

EO- Penman (mm) 186 167.7 188.5 174.3 169.3 149.7 160.6 187.6 220.2 266 246.3 201.8 2318

Table A2-1 (8) Climatological Data and Analysis for Evapo-Transpitation

Station : Salima Lat : 13º 45' S Long : 34º 35' E Elevation : 512 m Item Jan. Feb. Mar. Apr. May Jun. July Aug. Sept. Oct. Nov. Dec. Annual Year Period

Precipitation (mm) 234.8 226.5 176.4 36.1 6.3 1.4 2.9 1.9 1.6 25.4 68.7 187.4 969.4 34 1954-87

Temp. Mean Max. (oC) 29.3 29.1 29.3 28.9 27.8 26.2 26 27.8 30.5 32.6 32.7 30.2 29.2 30 1956-85

Temp. Mean Min. (oC) 21.4 21.2 21.3 20.6 17.7 15.7 15.7 16.5 18.5 21 22.4 21.9 19.5 30 1956-85

Temp Average (oC) 25.4 25.2 25.3 24.8 22.8 21 20.9 22.2 24.5 26.8 27.6 26.1 24.4

Wind Speed (m/sec) 1.7 1.7 2.1 2.4 2.4 2.6 2.7 2.4 2.3 2.6 2.4 2 2.3 24 1962-85

Actual Sunshine (hr) 6.1 6.1 7.5 8.7 9.5 9.2 8.9 9.8 9.9 10.1 8.9 6.6 8.4 28 1958-85

Pos. Sunshine (hr) 12.9 12.6 12.2 11.8 11.5 11.3 11.4 11.7 12 12.4 12.8 12.9 12.1

Humidity (%) 80 81 76 72 67 62 60 57 54 53 60 74 66.3 24 1962-85

Ext. ter. Radiation 788 766 903 810 713 661 684 759 854 933 974 980 818.8(cal/cm²/day)ET- Penman (mm) 153.5 135 158.1 148.2 132.1 115.5 125.2 145.7 170.4 209.6 198.6 166.2 1858.1

EO- Penman (mm) 195.3 172.2 201.5 189.6 171.4 149.4 160.6 157.2 216.9 263.5 248.7 209.6 2335.9

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Table A2-1 (9) Climatological Data and Analysis for Evapo-Transpiration

Station : Kasungu Lat : 13º 01 ' S Long : 33º 28 ' E Elevation : 1,058 mItem Jan. Feb. Mar. Apr. May Jun. July Aug. Sept. Oct. Nov. Dec. Annual Year Period

Precipitation (mm) 208.1 232.9 124.1 18.2 7.8 0.0 0.1 0.1 0.3 9.5 67.9 189.3 858.3 55 1933-87

Temp. Mean Max. (oC) 27.0 27.3 27.4 27.5 26.3 24.6 24.5 23.4 26.1 27.5 27.4 28.2 26.4 6 1983-88

Temp. Mean Min. (oC) 18.1 18.0 17.8 15.6 12.5 9.7 9.7 11.9 15.3 17.7 18.7 18.6 15.3 6 1983-88

Temp Average (oC) 21.8 21.7 22.0 21.1 19.2 17.2 17.2 18.7 21.8 23.8 24.0 22.8 20.9 4 1984-87

Wind Speed (m/sec) 2.0 2.4 2.8 3.0 2.7 2.1 1.9 1.8 2.1 2.2 2.5 2.1 2.3

Actual Sunshine (hr) 5.0 5.4 6.8 8.4 8.7 8.7 9.0 9.2 9.8 9.7 8.5 5.8 7.9 4 1984-87

Pos. Sunshine (hr) 12.7 12.4 12.1 11,7 11.4 11.2 11.3 11.5 11.9 12.3 12.7 12.8 12

Humidity (%) 84 85 84 80 76 71 61 60 51 52 63 79 70.5 4 1984-87

Ext. ter. Radiation 982 964 906 817 724 673 696 768 859 933 969 976 855.6(cal/cm²/day)ET- Penman (mm) 140.1 121.8 133.4 123.9 110.4 90.3 103.2 133 171.9 202.1 105.4 140.1 1575.6

EO- Penman (mm) 180.7 157.4 172.1 163.2 147.9 121.5 137.6 172.7 217.5 252.7 231.9 178.9 2134.1

Table A2-1 (10) Climatological Data and Analysis for Evapo-Transpitation

Station : Chileka Lat : 15º 40' S Long : 34º 58' E Elevation : 767 mItem Jan. Feb. Mar. Apr. May Jun. July Aug. Sept. Oct. Nov. Dec. Annual Year Period

Precipitation (mm) 197.8 178.3 139.4 40.9 9 2.8 2.5 1 4.2 26.1 87.8 172.7 862.5 49 1939-87

Temp. Mean Max. (oC) 28.3 28.1 27.7 27.1 25.9 23.8 23.8 26.1 29.2 31.1 30.5 29 27.6 32 1956-87

Temp. Mean Min. (oC) 19.9 19.8 19.2 17.9 15.6 13.6 13.3 14.5 17.2 19.5 20.4 20.2 17.6 32 1956-87

Temp Average (oC) 24.1 24 23.5 22.5 20.8 18.7 18.6 20.3 23.2 25.3 25.6 24.6 22.6

Wind Speed (m/sec) 1.7 1.6 2.1 2.1 2 2.1 2.4 2.4 2.7 2.8 2.5 2 2.2 29 1959-87

Actual Sunshine (hr) 6.3 6.6 7 7.8 8.6 7.7 7.5 8.4 8.8 8.8 7.6 6.2 7.6 32 1956-87

Pos. Sunshine (hr) 13 12.6 12.2 11.7 11.4 11.2 11.7 11.6 12 12.5 12.9 12.1 12.1

Humidity (%) 79 79 78 75 69 66 64 57 52 52 61 75 67.3 32 1956-87

Ext. ter. Radiation 999 969 897 795 692 637 661 741 843 932 982 993 845.1(cal/cm²/day)ET- Penman (mm) 151.3 134.7 143.5 125.7 110.7 91.5 102.3 129.3 163.5 196.2 180.6 156.6 1685.9

EO- Penman (mm) 193.4 173 184.5 163.2 145.4 120 132.4 165.5 205.8 244.6 225.6 198.4 2151.8

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Table A2-1 (11) Climatological Data and Analysis for Evapo-Transpiration

Station : Lilongwe Lat : 13º 57' S Long : 33º 55' E Elevation : 1,135 m

Item Jan. Feb. Mar. Apr. May Jun. July Aug. Sept. Oct. Nov. Dec. Annual Year PeriodPrecipitation (mm) 215.3 202.9 133.8 41.9 8.8 1 1 1 3.3 6 66.2 166.3 847.5 30 1949-78

Temp. Mean Max. (oC) 26.7 26.6 26.7 26.3 25.4 23.7 23.4 25.1 27.8 29.8 29.7 27.4 26.6 29 1956-84

Temp. Mean Min. (oC) 17.5 17.5 16.6 14.8 11.2 8.7 8.3 9.7 12.3 15.3 17.2 17.7 13.9 29 1956-84

Temp Average (oC) 22.1 22.1 21.7 20.6 18.3 16.2 15.9 17.4 20.1 22.6 23.5 22.6 20.3

Wind Speed (m/sec) 1.8 1.8 2 2.2 2.3 2.6 2.8 3 3.2 3.3 2.9 2.1 2.5 29 1956-84

Actual Sunshine (hr) 5.1 5.2 6.4 7.5 8.4 8 7.8 8.8 9.3 9.5 7.7 5.3 7.4 29 1956-84

Pos. Sunshine (hr) 12.9 12.6 12.2 11.8 11.5 11.3 11.4 11.7 12 12.4 12.8 12.9 12.1

Humidity (%) 83 85 82 79 73 68 65 59 54 53 62 79 70.2 29 1956-84

Ext. ter. Radiation 985 966 903 810 713 661 684 759 854 935 974 980 852(cal/cm²/day)ET- Penman (mm) 132.4 116.8 130.8 117.9 105.1 91.2 100.8 127.7 159 193.4 174.9 139.5 1589.5

EO- Penman (mm) 169.9 150.6 169.6 154.5 139.5 120.3 131.1 164.6 201.6 243.4 219.6 177.6 2042.3

Table A2-1 (12) Climatological Data and Analysis for Evapo-Transpiration

Station :Dedza Lat : 14º 17' S Long : 34º 15' E Elevation : 1,632 mItem Jan. Feb. Mar. Apr. May Jun. July Aug. Sept. Oct. Nov. Dec. Annual Year Period

Precipitation (mm) 230.5 210.2 134.5 51.4 10.1 4.2 3.2 1.2 2.9 10.3 58.2 211.5 928.2 30 1958-87

Temp. Mean Max. (oC) 23 23 22.9 22.4 21.3 19.3 18.8 20.4 23.2 24.9 25.1 23.4 22.3 31 1957-87

Temp. Mean Min. (oC) 15.5 15.4 14.9 13.8 11.7 9.5 9 10.5 13 15 16 15.7 13.3 31 1957-87

Temp Average (oC) 19.3 19.2 18.9 18.1 16.5 14.4 13.9 15.5 18.1 20 20.6 19.6 17.8

Wind Speed (m/sec) 2 1.9 2 2 1.9 2 2.1 2.5 3 3.2 2.8 2.2 2.3 32 1956-87

Actual Sunshine (hr) 5 5 6 7.1 8.1 8 7.7 8.7 9.5 9.4 7.6 5.2 7.3 31 1957-87

Pos. Sunshine (hr) 12.9 12.6 12.2 11.8 11.5 11.3 11.4 11.7 12 12.4 12.8 12.9 12.1

Humidity (%) 83 85 82 80 72 68 66 61 56 56 64 79 71 31 1957-87

Ext. ter. Radiation 988 966 903 810 713 661 684 759 854 933 974 980 852.1(cal/cm²/day)ET- Penman (mm) 124 107.8 119 105.3 95.8 80.7 87.1 113.2 146.1 175.5 158.7 129.3 1442.5

EO- Penman (mm) 160.3 140 155.6 140.7 129 109.5 116.9 149.1 188.7 223.8 201.6 166.2 1881.4

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Table A2-1 (13) Climatological Data and Analysis for Evapo-Transpiration

Station : Monky Bay Lat : 14º 05' S Long : 34º 55' E Elevation : 482 m

Item Jan. Feb. Mar. Apr. May Jun. July Aug. Sept. Oct. Nov. Dec. Annual Year PeriodPrecipitation (mm) 190.3 234 93.9 18.7 4.7 0 0.4 1.2 0.7 9.4 37.8 296.6 887.7 9 1979-87

Temp. Mean Max. (oC) 29.7 29.5 30.3 29.7 28.5 26.4 26.3 28.1 31 32.3 32.6 30.1 29.5 9 1979-87

Temp. Mean Min. (oC) 22.2 21.8 21.9 20.6 18.3 16 16 17.4 19.6 22.4 23.6 22.7 20.2 9 1979-87

Temp Average (oC) 26 25.7 26.1 25.2 23.4 21.2 21.2 22.8 25.3 27.4 28.1 26.4 24.9

Wind Speed (m/sec) 1.9 1.8 2 2.2 2.2 2.4 2.5 2.5 2.6 3 2.8 2.4 2.4 9 1979-87

Actual Sunshine (hr) 6.6 6.8 8.1 8.6 9.4 8.9 8.8 9.6 9.8 9.8 9 6.9 8.5 9 1979-87

Pos. Sunshine (hr) 12.9 12.6 12.2 11.8 11.5 11.3 11.4 11.7 12 12.4 12.8 12.9 12.1

Humidity (%) 79 80 75 70 64 61 58 55 53 53 79 74 66.8 9 1979-87

Ext. ter. Radiation 988 966 903 810 713 661 684 759 854 933 974 980 852.1(cal/cm²/day)ET- Penman (mm) 162.1 143.1 165.9 148.8 133.9 113.7 124.9 149.7 178.8 217.9 191.7 173.3 1903.8

EO- Penman (mm) 205.8 182.8 211.7 190.2 173.3 147 160.3 191.3 225.6 271.3 242.4 217.9 2419.6

Table A2-1 (14) Climatological Data and Analysis for Evapo-Transpiration

Station : Mangochi Lat : 14º 28' S Long : 35º 15' E Elevation : 482 mItem Jan. Feb. Mar. Apr. May Jun. July Aug. Sept. Oct. Nov. Dec. Annual Year Period

Precipitation (mm) 191.3 188.7 136.5 36.2 4.5 2.7 2.5 1.8 2.8 13.1 54 156.8 790.9 68 1920-87

Temp. Mean Max. (oC) 30.2 30 30.1 29.5 28.3 26.5 26.2 28.4 31.4 33.6 33.3 31 29.9 32 1956-87

Temp. Mean Min. (oC) 21.5 21.4 21 19.6 16.4 14.2 14.1 15.2 17.9 20.8 22 21.8 18.8 32 1956-87

Temp Average (oC) 25.9 25.7 25.6 24.6 22.4 20.4 20.2 21.8 24.7 27.2 27.7 26.4 24.4

Wind Speed (m/sec) 1.5 1.5 1.6 1.8 1.9 1.9 2.2 2.1 2.3 2.5 2.2 1.8 1.9 28 1960-87

Actual Sunshine (hr) 6.8 6.8 7.7 8.3 9.1 8.4 8.2 9.1 9.6 9.7 8.6 6.7 8.3 21 1967-87

Pos. Sunshine (hr) 12 12.6 12.2 11.8 11.5 11.3 11.4 11.7 12 12.4 12.8 15 12.2

Humidity (%) 78 79 76 73 68 66 62 57 51 50 58 72 65.8 20 1956-85

Ext. ter. Radiation 991 966 902 807 708 655 678 755 851 933 974 983 850.3(cal/cm²/day)ET- Penman (mm) 161.5 141.7 156.2 138 121.8 99.9 112.2 136.7 170.7 209.3 195.6 167.7 1811.3

EO- Penman (mm) 205.8 181.2 200.6 178.2 159.7 131.4 145.1 176.1 216.3 262 244.8 211.7 2312.9

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Table A2-1 (15) Climatological Data and Analysis for Evapo-Transpitation

Station : Thyolo Lat :16 º 08 ' S Long : 35 º 08 ' E Elevation : 820 ( m)Item Jan. Feb. Mar. Apr. May Jun. July Aug. Sept. Oct. Nov. Dec. Annual Year Period

Precipitation (mm) 222.8 201.7 212.1 97.6 26 28.3 32.5 13.2 9.3 39.0 103.0 253.3 1238.8 26 1962 - 87

Temp. Mean Max. (oC) 27.7 27.5 27 25.7 24.4 22.4 22.2 24.8 27.9 30.0 29.8 28.2 26.5 26 1962 - 87

Temp. Mean Min. (oC) 18.7 18.6 18.2 16.6 13.5 11.4 11.1 12 14.1 16.8 18.1 18.7 15.7 26 1962 - 87

Temp Average (oC) 23.2 23.1 22.6 21.2 19 16.9 16.7 18.4 21.0 23.4 24.0 23.5 21.1

Wind Speed (m/sec) 1.5 1.4 1.3 1.2 1.2 1.2 1.2 1.5 1.9 2.2 1.9 1.7 1.5 26 1962 - 87

Actual Sunshine (hr) 6.1 6.2 6.3 7.0 7.5 6.9 7 8.4 8.8 8.6 7.7 5.7 7.2 25 1963 - 87

Pos. Sunshine (hr) 13 12.6 12.2 11.7 11.4 11.2 11.3 11.6 12.0 12.5 12.9 13.1 12.1

Humidity (%) 83 84 85 83 79 79 77 69 60 60.0 68.0 80.0 75.6 26 1962 - 87

Ext. ter. Radiation 999 969 897 795 692 637 661 741 843 932.0 982.0 993.0 845.1(cal/cm²/day)ET- Penman (mm) 142.0 124.6 125.9 106.5 89.6 70.5 77.2 105.4 138.3 171.4 162.0 142.3 1455.7

EO- Penman (mm) 183.2 161.3 164 141.0 121.2 96.6 105.1 140.4 179.4 218.2 206.7 182.0 1899.1

Table A2-1 (16) Climatological Data and Analysis for Evapo-Transpitation

Station : Mulanje Lat : 16 º 01' S Long : 35 º 30 ' E Elevation : 612 ( m)Item Jan. Feb. Mar. Apr. May Jun. July Aug. Sept. Oct. Nov. Dec. Annual Year Period

Precipitation (mm) 318.0 316.0 340.0 172.0 71.0 60.0 34.0 36.0 18.0 67.0 188.0 288.0 1,908.0

Temp. Mean Max. (oC) 29.1 29.0 28.0 27.5 25.2 23.0 23.6 25.5 28.8 32.1 31.1 29.7 27.7

Temp. Mean Min. (oC) 18.7 18.6 18.2 16.3 13.2 11.1 10.3 10.6 12.8 16.3 18.1 18.6 15.2

Temp Average (oC) 23.9 23.8 23.1 21.9 19.2 17.1 17.0 18.1 20.8 24.2 24.6 24.2 21.5

Wind Speed (m/sec) 1.2 1.2 1.1 1.0 1.1 1.2 1.2 1.2 1.4 1.3 1.2 1.2 1.2

Actual Sunshine (hr) 5.6 6.0 4.7 6.2 6.2 5.0 5.6 7.6 7.3 9.0 6.8 5.8 6.3

Pos. Sunshine (hr)

Humidity (%) 82.0 87.0 84.0 84 85 85 78 76 70.0 64 73 83.0 79.3

Ext. ter. Radiation(cal/cm²/day)ET- Penman (mm) 127.1 112.0 105.4 96.0 80.6 66.0 77.5 102.3 126.0 161.2 141.0 130.2 1,325.3

EO- Penman (mm)

4-25

Page 92: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-1 (17) Climatological Data and Analysis for Evapo-Transpitation

Station : Bvumbwe Lat :15 º 55 ' S Long : 35 º 04' E Elevation : 1,146 ( m)Item Jan. Feb. Mar. Apr. May Jun. July Aug. Sept. Oct. Nov. Dec. Annual Year Period

Precipitation (mm) 255.8 217.2 193.1 80.0 19.7 21.7 18.4 10.3 6.8 30.2 104.2 225.5 1182.9 43 1945-87

Temp. Mean Max. (oC) 25.1 24.9 24.5 23.4 22.1 20 19.6 22.1 25.4 27.3 27 25.5 23.9 32 1956-87

Temp. Mean Min. (oC) 17.3 17.2 16.8 15.5 13.2 11.3 10.9 11.9 14.0 15.9 17.1 17.3 14.9 32 1956-87

Temp Average (oC) 21.2 21.1 20.7 19.5 17.7 15.7 15.3 17 19.7 21.6 22.1 21.4 19.4

Wind Speed (m/sec) 1.7 1.6 2.1 2.1 2.0 2.1 2.4 2.4 2.7 2.8 2.5 2 2.2 30 1958-87

Actual Sunshine (hr) 5.7 5.6 5.9 6.7 7.4 6.8 6.8 8.1 8.6 8.5 7.2 5.5 6.9 32 1956-87

Pos. Sunshine (hr) 13 12.6 12.2 11.7 11.4 11.2 11.3 11.6 12 12.5 12.9 13.1 12.1

Humidity (%) 85 87 88 85 80 78 76 67 61 61 70 83 77 21 1962-82

Ext. ter. Radiation 999 969 897 795 692 637 661 741 843 932 982 993 845(cal/cm²/day)ET- Penman (mm) 132.1 114 118.1 102.6 89.6 72.9 81.2 108.8 140.7 169 155.4 133.3 1417.7

EO- Penman (mm) 171.1 148.1 154.4 135.9 120.6 98.7 108.2 142.9 180.6 214.8 197.7 171.4 1844.4

Table A2-1 (18) Climatological Data and Analysis for Evapo-Transpitation

Station : Ngabu Lat :16 º 27 ' S Long : 35 º 53' E Elevation : 104 ( m)Item Jan. Feb. Mar. Apr. May Jun. July Aug. Sept. Oct. Nov. Dec. Annual Year Period

Precipitation (mm) 141.7 161.1 122.9 43.6 15.7 15.7 17.1 4.7 4.2 23.7 64.4 187.7 802.5 16 1972-87

Temp. Mean Max. (oC) 34.1 33.3 32.5 31.5 30.2 28.2 27.8 30.7 33.8 36.0 37.0 34.4 32.5 17 1971-87

Temp. Mean Min. (oC) 23.4 23.2 22.7 20.8 17.8 15.3 15.3 16.8 19.9 22.2 23.6 23.4 20.4 17 1971-87

Temp Average (oC) 28.8 28.3 27.6 26.2 24 21.8 21.9 23.7 26.9 29.1 30.3 28.9 26.5

Wind Speed (m/sec) 1.6 1.4 1.4 1.3 1.2 1.4 1.7 2.5 3.2 3.6 3.2 2.2 2.1 16 1971-87

Actual Sunshine (hr) 8.1 7.6 7.6 7.9 8.3 7.7 7.4 8.9 9.3 9.1 8.9 7.3 8.2 16 1971-87

Pos. Sunshine (hr) 13.0 12.6 12.2 11.7 11.3 11.2 11.3 11.6 12.0 12.5 12.9 13.1 12.1

Humidity (%) 76 76 78 76 71 71 66 59 54 52 56 71 67.2 16 1972-87

Ext. ter. Radiation 999 969 896 792 687 631 670 736 840 931 985 997 844.4(cal/cm²/day)ET- Penman (mm) 188.5 170.4 160.3 134.1 113.2 91.5 107 145.4 191.4 234.7 230.7 190.7 1957.9

EO- Penman (mm) 238.4 216.3 204.3 172.8 148.5 120.6 138 183.8 236.4 285.8 282.0 237.8 2464.7

4-26

Page 93: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Tab

le A

2-2

M

ajor

Dim

ensi

ons

and T

ypes

of

Pro

pose

d C

roppin

g P

atte

rn b

y Eac

h A

gric

ultura

l D

eve

lopm

ent

Div

isio

n (

AD

D)

Sum

mer

(Wet)

Seas

on

Win

ter

(Dry

) Seas

on

Sow

ing

Tra

nsp

lanting

Har

vest

ing

Gro

win

gP

eriod

(day

)Sum

mer

(Wet)

Seas

on

Win

ter

(Dry

)Seas

on

1. Kar

onga

C

hitip

a Sta

tion

Mai

ze (S) + M

aize

(W

1) + M

aize

(W

2)

Gra

in M

aize

(S)

100 (100 x

100)

Nov.

21

Mar

. 20

120

Loam

1.3

580

S-M

a

(EL. 1,2

85 m

)G

rain

Mai

ze (W

1)

100 (100 x

100)

Mar

. 21

Jul.

20

120

1.3

580

W1-M

a

Gre

en M

aize

(W

2)

100 (100 x

100)

Jul.

21

Nov.

20

120

1.3

580

W2-M

a

Kar

onga

Sta

tion

Mai

ze (S) + M

aize

(W

1) + M

aize

(W

2)

Gra

in M

aize

(S)

70 (70 x

100)

Nov.

21

Mar

. 20

120

Loan

1.3

580

S-M

a

(EL. 529 m

)G

rain

Mai

ze (W

1)

70 (70x

100)

Mar

. 21

Jul.

20

120

1.3

580

W1-M

a

Gre

en M

aize

(W

2)

30 (30 x

100)

Jul.

21

Nov.

20

120

1.3

580

W2-M

a

Ric

e (S) + M

aize

(W

2)

Ric

e (S)

30 (30 x

100)

Dec. 21

Jan

.11

May

10

140 (120)

S-R

i

Gra

in M

aize

(W

3)

70 (70 x

100)

Jul.

21

Nov.

20

120

W3-M

a

2. M

zuzu

AD

DB

ole

ro S

tation

Mai

ze (S) + M

aize

(W

1) + M

aize

(W

2)

Gra

in M

aize

(S)

100 (100 x

100)

Nov.

21

Mar

. 20

120

Loam

1.3

580

S-M

a

(EL. 1,1

00 m

)G

rain

Mai

ze (W

1)

100 (100 x

100)

Mar

. 21

Jul.

20

120

1.3

580

W1-M

a

Gre

en M

aize

(W

2)

100 (100 x

100)

Jul.

21

Nov.

20

120

1.3

580

W2-M

a

Mzu

zu S

tatiio

nM

aize

(S) + M

aize

(W

1) + M

aize

(W

2)

Gra

in M

aize

(S)

100 (100 x

100)

Nov.

21

Mar

. 20

120

Loam

1.3

580

S-M

a

(EL.1

,250 m

)G

rain

Mai

ze (W

1)

100 (100 x

100)

Mar

. 21

Jul.

20

120

1.3

580

W1-M

a

Gre

en M

aize

(W

2)

100 (100 x

100)

Jul.

21

Nov.

20

120

1.3

580

W2-M

a

Nkh

ata

Bay

Sta

tion

Mai

ze (S) + M

aize

(W

1) + M

aize

(W

2)

Gra

in M

aize

(S)

100 (100 x

100)

Nov.

21

Mar

. 20

120

Loam

1.3

580

S-M

a

(EL. 500 m

)G

rain

Mai

ze (W

1)

100 (100 x

100)

Mar

. 21

Jul.

20

120

1.3

580

W1-M

a

Gre

en M

aize

(W

2)

100 (100 x

100)

Jul.

21

Nov.

20

120

1.3

580

W2-M

a

Mzi

mba

Sta

tion

Mai

ze (S) + M

aize

(W

1) + M

aize

(W

2)

Gra

in M

aize

(S)

100 (100 x

100)

Nov.

21

Mar

. 20

120

Loam

1.3

580

S-M

a

(EL. 1,3

49 m

)G

rain

Mai

ze (W

1)

100 (100 x

100)

Mar

. 21

Jul.

20

120

1.3

580

W1-M

a

Gre

en M

aize

(W

2)

100 (100 x

100)

Jul.

21

Nov.

20

120

1.3

580

W2-M

a

3. Kas

ungu

AD

DKas

ungu

Sta

tion

Mai

ze (S) + M

aize

(W

1) + M

aize

(W

2)

Gra

in M

aize

(S)

100 (100 x

100)

Nov.

21

Mar

. 20

120

Loam

1.3

580

S-M

a

(1,0

58 m

)G

rain

Mai

ze (W

1)

100 (100 x

100)

Mar

. 21

Jul.

20

120

1.3

580

W1-M

a

Gre

en M

aize

(W

2)

100 (100 x

100)

Jul.

21

Nov.

20

120

1.3

580

W2-M

a

4. Sal

ima

AD

DN

khota

kota

Sta

tion

Mai

ze (S) + M

aize

(W

1) + M

aize

(W

2)

Gra

in M

aize

(S)

70 (70 x

100)

Nov.

21

Mar

. 20

120

Loam

1.3

580

S-M

a

(EL. 500 m

)G

rain

Mai

ze (W

1)

70 (70x

100)

Mar

. 21

Jul.

20

120

1.3

580

W1-M

a

Gre

en M

aize

(W

2)

30 (30 x

100)

Jul.

21

Nov.

20

120

1.3

580

W2-M

a

Ric

e (S) + M

aize

(W

2)

Ric

e (S)

30 (30 x

100)

Dec. 21

Jan

.11

May

10

140 (120)

S-R

i

Gra

in M

aize

(W

3)

70 (70 x

100)

Jul.2

1N

ov.

20

120

W3-M

a

Sal

ima

Sta

tion

Mai

ze (S) + M

aize

(W

1) + M

aize

(W

2)

Gra

in M

aize

(S)

100 (100 x

100)

Nov.

21

Mar

. 20

120

Loam

1.3

580

S-M

a

(EL. 512 m

)G

rain

Mai

ze (W

1)

100 (100 x

100)

Mar

. 21

Jul.

20

120

1.3

580

W1-M

a

Gre

en M

aize

(W

2)

100 (100 x

100)

Jul.

21

Nov.

20

120

1.3

580

W2-M

a

5. Lilo

ngw

e A

DD

Chile

ka S

tation

Mai

ze (S) + M

aize

(W

1) + M

aize

(W

2)

Gra

in M

aize

(S)

100 (100 x

100)

Nov.

21

Mar

. 20

120

Loam

1.3

580

S-M

a

(EL.7

67 m

)G

rain

Mai

ze (W

1)

100 (100 x

100)

Mar

. 21

Jul.

20

120

1.3

580

W1-M

a

Gre

en M

aize

(W

2)

100 (100 x

100)

Jul.

21

Nov.

20

120

1.3

580

W2-M

a

Lilo

ngw

e S

tation

Mai

ze (S) + M

aize

(W

1) + M

aize

(W

2)

Gra

in M

aize

(S)

100 (100 x

100)

Nov.

21

Mar

. 20

120

Loam

1.3

580

S-M

a

(EL.1

,135 m

)G

rain

Mai

ze (W

1)

100 (100 x

100)

Mar

. 21

Jul.

20

120

1.3

580

W1-M

a

Gre

en M

aize

(W

2)

100 (100 x

100)

Jul.

21

Nov.

20

120

1.3

580

W2-M

a

Dedz

a Sta

tion

Mai

ze (S) + M

aize

(W

1) + M

aize

(W

2)

Gra

in M

aize

(S)

100 (100 x

100)

Nov.

21

Mar

. 20

120

Loam

1.3

580

S-M

a

(EL. 1,6

32 m

)G

rain

Mai

ze (W

1)

100 (100 x

100)

Mar

. 21

Jul.

20

120

1.3

580

W1-M

a

Gre

en M

aize

(W

2)

100 (100 x

100)

Jul.

21

Nov.

20

120

1.3

580

W2-M

a

Typ

e o

f C

ropp

ing

Pat

tern

AD

DR

ooting

Dept

h 2

/(m

)C

ropp

ing

Pat

tern

Dat

e o

f P

lanting

Period

Soil

Text

ure

Neig

hbo

ring

Mete

oro

logi

cal

Sta

tion

Read

ilyA

vaila

ble S

oil

Mois

ture

(mm

)

Rat

e o

f C

ropp

ing

Are

a(%

)

Cro

ps

4-27

Page 94: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Sum

mer

(Wet)

Seas

on

Win

ter

(Dry

) Seas

on

Sow

ing

Tra

nsp

lanting

Har

vest

ing

Gro

win

gP

eriod

(day

)Sum

mer

(Wet)

Seas

on

Win

ter

(Dry

)Seas

on

Typ

e o

f C

ropp

ing

Pat

tern

AD

DR

ooting

Dept

h 2

/(m

)C

ropp

ing

Pat

tern

Dat

e o

f P

lanting

Period

Soil

Text

ure

Neig

hbo

ring

Mete

oro

logi

cal

Sta

tion

Read

ilyA

vaila

ble S

oil

Mois

ture

(mm

)

Rat

e o

f C

ropp

ing

Are

a(%

)

Cro

ps

6. M

achin

ga A

DD

Monke

y B

ayM

aize

(S) + M

aize

(W

1) + M

aize

(W

2)

Gra

in M

aize

(S)

100 (100 x

100)

Nov.

21

Mar

. 20

120

Loam

1.3

580

S-M

a

(EL. 482 m

)G

rain

Mai

ze (W

1)

100 (100 x

100)

Mar

. 21

Jul.

20

120

1.3

580

W1-M

a

Gre

en M

aize

(W

2)

100 (100 x

100)

Jul.

21

Nov.

20

120

1.3

580

W2-M

a

Man

gochi Sta

tion

Mai

ze (S) + M

aize

(W

1) + M

aize

(W

2)

Gra

in M

aize

(S)

70 (70 x

100)

Nov.

21

Mar

. 20

120

Loam

1.3

580

S-M

a

(EL. 482 m

)G

rain

Mai

ze (W

1)

70 (70x

100)

Mar

. 21

Jul.

20

120

1.3

580

W1-M

a

Gre

en M

aize

(W

2)

30 (30 x

100)

Jul.

21

Nov.

20

120

1.3

580

W2-M

a

Ric

e (S) + M

aize

(W

2)

Ric

e (S)

30 (30 x

100)

Dec. 21

Jan

.11

May

10

140 (120)

S-R

i

Gra

in M

aize

(W

3)

70 (70 x

100)

Jul.

21

Nov.

20

120

W3-M

a

7. B

lanty

re A

DD

Thyo

lo S

tation

Mai

ze (S) + M

aize

(W

1) + M

aize

(W

2)

Gra

in M

aize

(S)

100 (100 x

100)

Nov.

21

Mar

. 20

120

Loam

1.3

580

S-M

a

(EL. 820 m

)G

rain

Mai

ze (W

1)

100 (100 x

100)

Mar

. 21

Jul.

20

120

1.3

580

W1-M

a

Gre

en M

aize

(W

2)

100 (100 x

100)

Jul.

21

Nov.

20

120

1.3

580

W2-M

a

Mula

nje

Sta

tion

Mai

ze (S) + M

aize

(W

1) + M

aize

(W

2)

Gra

in M

aize

(S)

70 (70 x

100)

Nov.

21

Mar

. 20

120

Loam

1.3

580

S-M

a

(El.

612 m

)G

rain

Mai

ze (W

1)

70 (70x

100)

Mar

. 21

Jul.

20

120

1.3

580

W1-M

a

Gre

en M

aize

(W

2)

30 (30 x

100)

Jul.

21

Nov.

20

120

1.3

580

W2-M

a

Ric

e (S) + M

aize

(W

2)

Ric

e (S)

30 (30 x

100)

Dec. 21

Jan

.11

May

10

140 (120)

S-R

i

Gra

in M

aize

(W

3)

70 (70 x

100)

Jul.

21

Nov.

20

120

W3-M

a

8. Shire V

alle

y A

DD

Bvu

mbw

e S

tation

Mai

ze (S) + M

aize

(W

1) + M

aize

(W

2)

Gra

in M

aize

(S)

70 (70 x

100)

Nov.

21

Mar

. 20

120

Loam

1.3

580

S-M

a

(El.

1,1

46 m

)G

rain

Mai

ze (W

1)

70 (70x

100)

Mar

. 21

Jul.

20

120

1.3

580

W1-M

a

Gre

en M

aize

(W

2)

30 (30 x

100)

Jul.

21

Nov.

20

120

1.3

580

W2-M

a

Ric

e (S) + M

aize

(W

2)

Ric

e (S)

30 (30 x

100)

Dec. 21

Jan

. 11

May

10

140 (120)

S-R

i

Gra

in M

aize

(W

3)

70 (70 x

100)

Jul.

21

Nov.

20

120

W3-M

a

Nga

bu S

tation

Mai

ze (S) + M

aize

(W

1) + M

aize

(W

2)

Gra

in M

aize

(S)

100 (100 x

100)

Nov.

21

Mar

. 20

120

Loam

1.3

580

S-M

a

(EL. 104 m

)G

rain

Mai

ze (W

1)

100 (100 x

100)

Mar

. 21

Jul.

20

120

1.3

580

W1-M

a

Gre

en M

aize

(W

2)

100 (100 x

100)

Jul.

21

Nov.

20

120

1.3

580

W2-M

a

1/

: G

row

ing

period

in p

arenth

es

show

s th

e r

ice g

row

ing

period

s fr

om

tra

nsp

lanting

dat

e t

o h

arve

stin

g dat

e.

2/

:

Rooting

depth

and r

ead

ily a

vaila

ble

soil

mois

ture

are

derive

d f

rom

FA

O Irr

igat

ion a

nd D

rain

age P

aper

No. 24

4-28

Page 95: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

T

able

A2-3 (

1)

Est

imat

ion o

f U

nit G

ross

Irr

igat

ion W

ater

Requirem

ents

(G

WR

) fo

r Kar

onga

AD

D

Mete

oro

logi

cal S

tati

on

:

12

31

23

12

31

23

12

31

23

12

31

23

12

31

23

12

31

23

1. R

ain

fall

1/

Tota

l Rai

nfa

ll =

Month

ly R

ainfa

ll (m

m/m

onth

)975.0

10-day

Rai

nfa

ll (m

m/10-day

)62.3

62.3

62.3

74.3

74.3

74.3

63

63

63

17.6

17.6

17.6

0.3

0.3

0.3

00

00.7

0.7

0.7

00

00

00

2.3

2.3

2.3

19.3

19.3

19.3

85

85

85

2. C

roppin

g P

atte

rn

Mai

ze (

Gra

in)

(S)

100

% S

-M

a

Mai

ze (

Gra

in)

(W1)

100

% W

1-M

a

Mai

ze (

Gre

en)

(W2)

100

% W

2-M

a

3. U

nit

Gro

ss W

ate

r re

quir

em

ent

(GW

R)

(lit

./se

c/ha)

1/

Unit G

WR

(lit

/se

c/ha)

Mai

ze (

Gra

in)

(S)

100

%0

00

00

00

00

00

0 S

-M

a

Mai

ze (

Gra

in)

(W1)

100

%0

00

0.3

80.6

10.8

10.9

91.0

51.0

91.1

41.1

71.0

1 W

1-M

a

Mai

ze (

Gre

en)

(W2)

100

%0.3

40.3

40.4

10.6

91.0

21.3

61.6

61.7

11.7

21.7

1.6

31.0

2 W

2-M

a

4. G

ross

Irr

igat

ion W

ater

Requir

em

ents

(G

WR

) (lit

/se

c/ha)

S

umm

er

Cro

p (

S)

00

00

00

00

00

00

W

inte

r C

rop (

W1)

00

00.3

80.6

10.8

10.9

91.0

51.0

91.1

41.1

71.0

1

W

inte

r C

rop (

W2)

0.3

40.3

40.4

10.6

91.0

21.3

61.6

61.7

11.7

21.7

1.6

31.0

2

Tota

l 0

00

00

00

00

00

0.3

80.6

10.8

10.9

91.0

51.0

91.1

41.1

71.0

10.3

40.3

40.4

10.6

91.0

21.3

61.6

61.7

11.7

21.7

1.6

31.0

20

00

0

Chit

ipa S

tati

on

Item

Month

Rem

arks

Jan

.Feb.

Mar

.A

pr.

May

June

Dec.

187.0

223.0

189.0

53.0

1.0

0.0

2.0

0.0

July

Note

: 1/ : Refe

r to

Tab

le A

.2-4(1

)

7.0

58.0

Nov.

Aug

.S

ept

.O

ct.

255.0

Are

a %

0.0

10-D

ay R

ainfa

ll

0

20

40

60

80

100

12

34

56

78

910

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

10-D

ay P

eriod

Rainfall (mm/10-day)

4-29

Page 96: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

T

able

A2-3 (

2)

Est

imat

ion o

f U

nit G

ross

Irr

igat

ion W

ater

Requirem

ents

(G

WR

) fo

r Kar

onga

AD

D

Mete

oro

logi

cal S

tati

on

: K

aro

nga

Sta

tion

12

31

23

12

31

23

12

31

23

12

31

23

12

31

23

12

31

23

1. R

ain

fall

Tota

l R

ainfa

ll =

Month

ly R

ainfa

ll (m

m/m

onth

)1,1

21.0

10-day

Rai

nfa

ll (m

m/10-day

)63.7

63.7

63.7

50.0

50.0

50.0

109.3

109.3

109.3

70

70

70

10.7

10.7

10.7

22

20.3

0.3

0.3

0.7

0.7

0.7

00

01.3

1.3

1.3

14.3

14.3

14.3

51.3

51.3

51.3

2. C

roppin

g P

atte

rn

Mai

ze (

Gra

in)

(S)

70

% S

-M

a

Ric

e (S

)15

% S

-R

i

Ric

e (S

)15

% S

-R

i

Mai

ze (

Gra

in)

(W1)

70

% W

1-M

a

Mai

ze (

Gre

en)

(W2)

30

% W

2-M

a

Mai

ze (

Gra

in)

(W3)

70

% W

3-M

a

3. U

nit

Gro

ss W

ate

r re

quir

em

ent

(GW

R)

(lit

./se

c/ha)

2/

Mai

ze (

Gra

in)

(S)

70

%0

0.0

90.2

70.2

50.1

80.0

90

00

00

0 S

-M

a

Ric

e (S

)15

%0.6

30.2

90.2

90.2

0.2

20.2

80.6

70.6

90.6

91.4

11.3

71.3

31.4

60

0.8

5 S

-R

i

Ric

e (S

)15

%0

0.5

90.5

90.4

50.4

50.2

40.5

10.5

40.5

60.2

40.2

60.3

81.5

91.5

51.5

1 S

-R

i

Mai

ze (

Gra

in)

(W1)

70

%0

00

00.0

90.6

41.0

11.0

31.0

51.0

71.0

70.9

W1-M

a

Mai

ze (

Gre

en)

(W2)

30

%0.2

90.3

0.3

50.5

80.8

51.1

31.3

91.4

41.4

61.4

61.3

80.9

1 W

2-M

a

Mai

ze (

Gra

in)

(W3)

70

%0.2

90.3

0.3

50.5

80.8

51.1

31.3

91.4

41.4

61.4

61.3

60.9

1 W

3-M

a

4. G

ross

Irr

igat

ion W

ater

Requir

em

ents

(G

WR

) (lit

/se

c/ha)

S

um

mer

Cro

p (

S)

0.0

90.2

0.3

20.2

70.2

30.1

40.1

80.1

80

00

0

W

inte

r C

rop (

W1)

00

00

0.0

60.4

50.7

10.7

20.7

40.7

50.7

50.6

3

W

inte

r C

rop (

W2)

+(W

3)

0.2

90.3

0.3

50.5

80.8

51.1

31.3

91.4

41.4

61.4

61.3

70.9

1

Tota

l0.0

90.2

0.3

20.2

70.2

30.1

40.1

80.1

80

00

00.0

60.4

50.7

10.7

20.7

40.7

50.7

50.6

30.2

90.3

0.3

50.5

80.8

51.1

31.3

91.4

41.4

61.4

61.3

70.9

10

00

0

1/ : Refe

r to

Tab

le A

.2-5 (1)

2/ : Refe

r to

Tab

le A

.2-4 (2) .

Item

Month

Rem

arks

Jan

.Feb.

Mar

.A

pr.

May

June

July

Aug.

Sept

.O

ct.

Nov.

Dec.

191.0

150.0

328.0

210.0

32.0

6.0

1.0

2.0

0.0

4.0

43.0

154.0

Are

a %

10-D

ay R

ain

fall

0

20

40

60

80

100

120

12

34

56

78

910

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

10-D

ay P

eriod

Rainfall (mm/10-day)

Nurs

ery

1/

Nurs

ery

4-30

Page 97: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

T

able

A2-3(3

)

E

stim

atio

n o

f U

nit G

ross

Irr

igat

ion W

ater

Requirem

ents

(G

WR

) fo

r M

zuzu

AD

D

Mete

oro

logi

cal

Sta

tion

: B

ole

ro S

tati

on

12

31

23

12

31

23

12

31

23

12

31

23

12

31

23

12

31

23

1. R

ainfa

llTota

l Rai

nfa

ll =

M

onth

ly R

ainfa

ll (m

m/m

onth

)694.4

1

0-da

y Rai

nfa

ll (m

m/10-da

y)54.9

54.9

54.9

55.1

55.1

55.1

40.4

40.4

40.4

11.5

11.5

11.5

1.2

1.2

1.2

0.2

0.2

0.2

0.1

0.1

0.1

00

00.2

0.2

0.2

2.1

2.1

2.1

11.5

11.5

11.5

54.4

54.4

54.4

2. C

roppin

g P

atte

rn

M

aize

(G

rain

) (S

)100

% S

-M

a

M

aize

(G

reen) (W

1)

100

% W

1-M

a

M

aize

(G

reen) (W

2)

100

% W

2-M

a

3. U

nit G

ross

Wat

er

requirem

ent

(GW

R)

(lit./

sec/ha)

1/

M

aize

(G

rain

) (S

)100

%0

00

00

0.0

20.0

80.0

40

00

0 S

-M

a

M

aize

(G

reen) (W

1)

100

%0

00.0

40.3

90.6

90.9

51.1

61.2

21.2

61.3

1.3

1.1

W1-M

a

M

aize

(G

reen) (W

2)

100

%0.3

60.3

60.4

10.6

70.9

51.2

41.4

71.4

81.4

51.4

1.3

20.8

6 W

2-M

a

4. G

ross

Irr

igat

ion W

ater

Requirem

ents

(G

WR

) (lit/se

c/ha)

(lit/se

c)

Sum

mer

Cro

p (S

)0

00

00

0.0

20.0

80.0

40

00

0

W

inte

r C

rop

(W1)

00

0.0

40.3

90.6

90.9

51.1

61.2

21.2

61.3

1.3

1.1

W

inte

r C

rop

(W2)

0.3

60.3

60.4

10.6

70.9

51.2

41.4

71.4

81.4

51.4

1.3

20.8

6

Tota

l 0

00

00

0.0

20.0

80.0

40

00.0

40.3

90.6

90.9

51.1

61.2

21.2

61.3

1.3

1.1

0.3

60.3

60.4

10.6

70.9

51.2

41.4

71.4

81.4

51.4

1.3

20.8

60

00

0

Note

: 1/ : R

efe

r to

Tab

le A

.2-4(3

)

Item

Month

Rem

arks

Jan

.Feb.

Mar

.A

pr.

May

June

July

Aug.

Sept

.O

ct.

Nov.

Dec.

164.7

165.2

121.2

34.4

3.5

0.5

0.2

0.0

0.7

6.2

34.5

163.3

Are

a %

10-D

ay R

ain

fall

0

20

40

60

80

100

12

34

56

78

910

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

10-D

ay P

eriod

Rainfall (mm/10-day)

4-31

Page 98: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

T

able

A2-3 (

4)

Est

imat

ion o

f U

nit G

ross

Irr

igat

ion W

ater

Requirem

ents

(G

WR

) fo

r M

zuzu

AD

D

Mete

oro

logi

cal

Sta

tion

: M

zuzu

Sta

tion

12

31

23

12

31

23

12

31

23

12

31

23

12

31

23

12

31

23

1. R

ainfa

llTota

l Rai

nfa

ll =

M

onth

ly R

ainfa

ll (m

m/m

onth

)1,3

44.0

1

0-da

y Rai

nfa

ll (m

m/10-da

y)70

70

70

66.7

66.7

66.7

80.2

80.2

80.2

75.7

75.7

75.7

15.3

15.2

15.3

13.7

13.7

13.7

12.3

12.3

12.3

66

66.7

6.7

6.7

6.7

6.7

6.7

27.7

27.7

27.7

67

67

67

2. C

roppin

g P

atte

rn

M

aize

(G

rain

) (S

)100

% S

-M

a

M

aize

(G

reen) (W

1)

100

% W

1-M

a

M

aize

(G

reen) (W

2)

100

% W

2-M

a

3. U

nit G

ross

Wat

er

requirem

ent

(GW

R)

(lit./

sec/ha)

1/

M

aize

(G

rain

) (S

)100

%0

00

00

00

00

00

0 S

-M

a

M

aize

(G

reen) (W

1)

100

%0

00

00

00.1

40.2

30.3

20.4

10.4

80.4

6 W

1-M

a

M

aize

(G

reen) (W

2)

100

%0.1

40.2

0.2

50.4

30.6

20.8

0.9

50.9

40.9

0.8

50.7

50.4

5 W

2-M

a

4. G

ross

Irr

igat

ion W

ater

Requirem

ents

(G

WR

) (lit/se

c/ha)

Sum

mer

Cro

p (S

)0

00

00

00

00

00

0

W

inte

r C

rop

(W1)

00

00

00

0.1

40.2

30.3

20.4

10.4

80.4

6

W

inte

r C

rop

(W2)

0.1

40.2

0.2

50.4

30.6

20.8

0.9

50.9

40.9

0.8

50.7

50.4

5

Tota

l 0

00

00

00

00

00

00

00.1

40.2

30.3

20.4

10.4

80.4

60.1

40.2

0.2

50.4

30.6

20.8

0.9

50.9

40.9

0.8

50.7

50.4

50

00

0

Item

Month

Rem

arks

Jan

.Feb.

Mar

.A

pr.

May

June

July

Aug.

Sept

.O

ct.

Nov.

201.0

Are

a %

Dec.

210.0

200.0

241.0

227.0

46.0

41.0

37.0

Note

: 1/ : R

efe

r to

Tab

le A

.2-4 (4)

20.0

83.0

18.0

20.0

10-D

ay R

ainfa

ll

0

20

40

60

80

100

12

34

56

78

910

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

10-D

ay P

eriod

Rainfall (mm/10-day)

4-32

Page 99: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

T

able

A2-3 (

5)

Est

imat

ion o

f U

nit G

ross

Irr

igat

ion W

ater

Requirem

ents

(G

WR

) fo

r M

zuzu

AD

D

Mete

oro

logi

cal

Sta

tion

: N

khat

a B

ay S

tati

on

12

31

23

12

31

23

12

31

23

12

31

23

12

31

23

12

31

23

1. R

ainfa

llTota

l Rai

nfa

ll =

M

onth

ly R

ainfa

ll (m

m/m

onth

)1,5

97.0

1

0-da

y Rai

nfa

ll (m

m/10-da

y)91

91

91

71.3

71.3

71.3

125.3

125.3

125.3

91

91

91

21.7

21.7

21.7

13.3

13.3

13.3

7.7

7.7

7.7

22

21.3

1.3

1.3

66

629.3

29.3

29.3

72.3

72.3

72.3

2. C

roppin

g P

atte

rn

M

aize

(G

rain

) (S

)100

% S

-M

a

M

aize

(G

reen) (W

1)

100

% W

1-M

a

M

aize

(G

reen) (W

2)

100

% W

2-M

a

3. U

nit G

ross

Wat

er

requirem

ent

(GW

R)

(lit./

sec/ha)

1/

M

aize

(G

rain

) (S

)100

%0

00

00

00

00

00

0 S

-M

a

M

aize

(G

reen) (W

1)

100

%0

00

00

0.1

70.4

40.5

90.7

60.8

50.8

50.6

7 W

1-M

a

M

aize

(G

reen) (W

2)

100

%0.1

50.2

30.3

20.5

40.8

1.0

71.3

1.3

1.2

81.2

11.0

20.5

7 W

2-M

a

4. G

ross

Irr

igat

ion W

ater

Requirem

ents

(G

WR

) (lit/se

c/ha)

Sum

mer

Cro

p (S

)0

00

00

00

00

00

0

W

inte

r C

rop

(W1)

00

00

00.1

70.4

40.5

90.7

60.8

50.8

50.6

7

W

inte

r C

rop

(W2)

0.1

50.2

30.3

20.5

40.8

1.0

71.3

1.3

1.2

81.2

11.0

20.5

7

Tota

l 0

00

00

00

00

00

00

0.1

70.4

40.5

90.7

60.8

50.8

50.6

70.1

50.2

30.3

20.5

40.8

1.0

71.3

1.3

1.2

81.2

11.0

20.5

70

00

0

88.0

6.0

23.0

Are

a %

4.0

18.0

376.0

273.0

65.0

40.0

Rem

arks

Jan

.Feb.

Mar

.A

pr.

May

June

July

Aug.

Sept

.

Note

: 1/ : R

efe

r to

Tab

le A

.2-4 (5)

Item

Month

Oct.

217.0

Nov.

Dec.

273.0

214.0

10-D

ay r

ainfa

ll

020

40

60

80

100

120

140

160

12

34

56

78

910

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

10-D

ay P

eriod

Rainfall (mm/10-day)

4-33

Page 100: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Tab

le A

2-3 (

6)

Est

imat

ion o

f U

nit G

ross

Irr

igat

ion W

ater

Requirem

ents

(G

WR

) fo

r M

zuzu

AD

D

Mete

oro

logi

cal

Sta

tion

: M

zim

ba

Sta

tion

12

31

23

12

31

23

12

31

23

12

31

23

12

31

23

12

31

23

1. R

ainfa

llTota

l R

ainfa

ll =

Month

ly R

ainfa

ll (m

m/m

onth

)870.0

10-da

y R

ainfa

ll (m

m/10-da

y)78.3

78.3

78.3

64.0

64.0

64.0

57.3

57.3

57.3

12.3

12.3

12.3

0.7

0.7

0.7

0.3

0.3

0.3

0.3

0.3

0.3

0.3

0.3

0.3

0.3

0.3

0.3

1.3

1.3

1.3

20.3

20.3

20.3

54.3

54.3

54.3

2. C

roppin

g P

atte

rn

Mai

ze (

Gra

in)

(S)

100

% S

-M

a

Mai

ze (

Gre

en)

(W1)

100

% W

1-M

a

Mai

ze (

Gre

en)

(W2)

100

% W

2-M

a

3. U

nit G

ross

Wat

er

requirem

ent

(GW

R)

(lit./

sec/ha)

1/

Mai

ze (

Gra

in)

(S)

100

%0

00

00

00

00

00

0 S

-M

a

Mai

ze (

Gre

en)

(W1)

100

%0

00

0.3

20.6

0.8

0.9

71.0

21.0

61.1

1.1

20.9

6 W

1-M

a

Mai

ze (

Gre

en)

(W2)

100

%0.3

20.3

40.3

90.6

50.9

61.2

91.5

71.6

31.6

41.6

21.3

90.8

8 W

2-M

a

4. G

ross

Irr

igat

ion W

ater

Requirem

ents

(G

WR

) (lit/se

c/ha)

Sum

mer

Cro

p (S

)0

00

00

00

00

00

0

W

inte

r C

rop

(W1)

00

00.3

20.6

0.8

0.9

71.0

21.0

61.1

1.1

20.9

6

W

inte

r C

rop

(W2)

0.3

20.3

40.3

90.6

50.9

61.2

91.5

71.6

31.6

41.6

21.3

90.8

8

Tota

l 0

00

00

00

00

00

0.3

20.6

0.8

0.9

71.0

21.0

61.1

1.1

20.9

60.3

20.3

40.3

90.6

50.9

61.2

91.5

71.6

31.6

41.6

21.3

90.8

80

00

0

Item

Month

Rem

arks

Jan

.Feb.

Mar

.A

pr.

May

June

July

Aug.

Sept

.O

ct.

Nov.

163.0

Are

a %

Dec.

235.0

192.0

172.0

37.0

2.0

1.0

1.0

Note

: 1

/ :

Refe

r to

Tab

le A

.2-4 (6)

4.0

61.0

1.0

1.0

10-D

ay R

ainfa

ll

0

20

40

60

80

100

12

34

56

78

910

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

10-D

ay P

eriod

Rainfall (mm/10-day)

4-34

Page 101: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Tab

le A

2-3 (

7)

Est

imat

ion o

f U

nit G

ross

Irr

igat

ion W

ater

Requirem

ents

(G

WR

) fo

r K

asungu

AD

D

Mete

oro

logi

cal

Sta

tion

: K

asungu

Sta

tion

12

31

23

12

31

23

12

31

23

12

31

23

12

31

23

12

31

23

1. R

ainfa

llTota

l R

ainfa

ll =

Month

ly R

ainfa

ll (m

m/m

onth

)858.3

10-da

y R

ainfa

ll (m

m/10-da

y)69.4

69.4

69.4

77.6

77.6

77.6

41.4

41.4

41.4

6.1

6.1

6.1

2.6

2.6

2.6

00

00

00

00

00.1

0.1

0.1

3.2

3.2

3.2

22.6

22.6

22.6

63.1

63.1

63.1

2. C

roppin

g P

atte

rn

Mai

ze (

Gra

in)

(S)

100

% S

-M

a

Mai

ze (

Gre

en)

(W1)

100

% W

1-M

a

Mai

ze (

Gre

en)

(W2)

100

% W

2-M

a

3. U

nit G

ross

Wat

er

requirem

ent

(GW

R)

(lit./

sec/ha)

1/

Mai

ze (

Gra

in)

(S)

100

%0

00

00

00.0

90.1

00

00

S-M

a

Mai

ze (

Gre

en)

(W1)

100

%0

00.2

20.5

30.7

51.0

21.2

31.2

81.3

1.3

11.2

91.0

7 W

1-M

a

Mai

ze (

Gre

en)

(W2)

100

%0.3

40.3

40.3

80.6

20.8

81.1

31.3

41.3

51.3

21.2

71.0

60.5

6 W

2-M

a

4. G

ross

Irr

igat

ion W

ater

Requirem

ents

(G

WR

) (lit/se

c/ha)

Sum

mer

Cro

p (S

)0

00

00

00.0

90.1

00

00

W

inte

r C

rop

(W1)

00

0.2

20.5

30.7

51.0

21.2

31.2

81.3

1.3

11.2

91.0

7

W

inte

r C

rop

(W2)

0.3

40.3

40.3

80.6

20.8

81.1

31.3

41.3

51.3

21.2

71.0

60.5

6

Tota

l 0

00

00

00.0

90.1

00

0.2

20.5

30.7

51.0

21.2

31.2

81.3

1.3

11.2

91.0

70.3

40.3

40.3

80.6

20.8

81.1

31.3

41.3

51.3

21.2

71.0

60.5

60

00

0

Item

Month

Rem

arks

Jan

.Feb.

Mar

.A

pr.

May

June

July

Aug.

Sept

.O

ct.

Nov.

189.3

Are

a %

Dec.

208.1

232.9

124.1

18.2

7.8

0.0

0.1

Note

: 1

/ :

Refe

r to

Tab

le A

.2-4 (7)

9.5

67.9

0.1

0.3

10-D

ay R

ainfa

ll

0

20

40

60

80

100

12

34

56

78

910

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

10-D

ay P

eriod

Rainfall (mm/10-day)

4-35

Page 102: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Tab

le A

2-3 (

8)

Est

imat

ion o

f U

nit G

ross

Irr

igat

ion W

ater

Requirem

ents

(G

WR

) fo

r S

alim

a A

DD

Mete

oro

logi

cal

Sta

tion

: N

khota

kota

Sta

tion

12

31

23

12

31

23

12

31

23

12

31

23

12

31

23

12

31

23

1. R

ainfa

llTota

l R

ainfa

ll =

Month

ly R

ainfa

ll (m

m/m

onth

)1,7

12.0

10-da

y R

ainfa

ll (m

m/10-da

y)106.7

106.7

106.7

55.4

55.4

55.4

156.8

156.8

156.8

75.9

75.9

75.9

11.2

11.2

11.2

3.8

3.8

3.8

2.6

2.6

2.6

0.7

0.7

0.7

0.2

0.2

0.2

3.4

3.4

3.4

26.6

26.6

26.6

93.9

93.9

93.9

2. C

roppin

g P

atte

rn

Mai

ze (

Gra

in)

(S)

70

% S

-M

a

Ric

e (

S)

15

% S

-R

i

Ric

e (

S)

15

%

Mai

ze (

Gra

in)

(W1)

70

% W

1-M

a

Mai

ze (

Gre

en)

(W2)

30

% W

2-M

a

Mai

ze (

Gra

in)

(W2)

70

% W

3-M

a

3. U

nit G

ross

Wat

er

requirem

ent

(GW

R)

(lit./

sec/ha)

2/

Mai

ze (

Gra

in)

(S)

70

%0

00

00

00

00

00

0 S

-M

a

Ric

e (

S)

15

%0

0.4

90.4

90.5

10.5

30.5

50.6

0.6

10.6

10.1

10.0

60.0

21.4

40

0 S

-R

i

Ric

e (

S)

15

%0

00

0.5

0.5

0.5

0.5

20.5

50.5

70.1

0.1

10.2

61.6

1 S

-R

i

Mai

ze (

Gra

in)

(W1)

70

%0

00

00.2

20.8

91.2

81.3

31.3

81.4

21.4

11.1

8 W

1-M

a

Mai

ze (

Gre

en)

(W2)

30

%0.3

80.3

90.4

40.7

11.0

11.3

11.5

51.5

61.5

41.4

81.3

0.6

6 W

2-M

a

Mai

ze (

Gra

in)

(W2)

70

%0.3

80.3

90.4

40.7

11.0

11.3

11.5

51.5

61.5

41.4

81.3

0.6

6 W

3-M

a

4. G

ross

Irr

igat

ion W

ater

Requirem

ents

(G

WR

) (lit/se

c/ha)

Sum

mer

Cro

p (S

)0

0.0

70.0

70.1

50.1

50.1

60.1

70.1

70

00

0

W

inte

r C

rop

(W1)

00

00

0.1

50.6

20.9

0.9

30.9

70.9

90.9

90.8

3

W

inte

r C

rop

(W2)

+(W

3)

0.3

80.3

90.4

40.7

11.0

11.3

11.5

51.5

61.5

41.4

81.3

0.6

6

Tota

l 0

0.0

70.0

70.1

50.1

50.1

60.1

70.1

70

00

00.1

50.6

20.9

0.9

30.9

70.9

90.9

90.8

30.3

80.3

90.4

40.7

11.0

11.3

11.5

51.5

61.5

41.4

81.3

0.6

60

00

0

1/ :

Refe

r to

Tab

le A

.2-5 (2)

2/ :

Refe

r to

Tab

le A

.2-4 (8) .

Item

Month

Rem

arks

Jan

.Feb.

Mar

.A

pr.

May

June

July

Aug.

Sept

.O

ct.

Nov.

Dec.

320.0

266.3

470.6

227.8

33.5

11.5

7.9

2.1

0.7

10.2

79.8

281.6

Are

a %

10-D

ay R

ainfa

ll

020

40

60

80

100

120

140

160

180

12

34

56

78

910

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

10-D

ay P

eriod

Rainfall (mm/10-day)

Nurs

ery

Nurs

er

4-36

Page 103: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Tab

le A

2-3 (

9)

Est

imat

ion o

f U

nit G

ross

Irr

igat

ion W

ater

Requirem

ents

(G

WR

) fo

r S

alim

a A

DD

Mete

oro

logi

cal

Sta

tion

: S

alim

a Sta

tion

12

31

23

12

31

23

12

31

23

12

31

23

12

31

23

12

31

23

1. R

ainfa

llTota

l R

ainfa

ll =

Month

ly R

ainfa

ll (m

m/m

onth

)969.4

10-da

y R

ainfa

ll (m

m/10-da

y)78.3

78.3

78.3

75.5

75.5

75.5

58.8

58.8

58.8

12

12

12

2.1

21

2.1

0.5

0.5

0.5

11

10.6

0.6

0.6

0.5

0.5

0.5

8.5

8.5

8.5

22.9

22.9

22.9

62.5

62.5

62.5

2. C

roppin

g P

atte

rn

Mai

ze (

Gra

in)

(S)

100

% S

-M

a

Mai

ze (

Gre

en)

(W1)

100

% W

1-M

a

Mai

ze (

Gre

en)

(W2)

100

% W

2-M

a

3. U

nit G

ross

Wat

er

requirem

ent

(GW

R)

(lit./

sec/ha)

1/

Mai

ze (

Gra

in)

(S)

100

%0

00.1

40.1

20.1

0.1

10.1

40.0

40

00

0 S

-M

a

Mai

ze (

Gre

en)

(W1)

100

%0

00.0

50.4

30.7

0.9

41.1

21.1

61.1

61.2

11.2

1.0

2 W

1-M

a

Mai

ze (

Gre

en)

(W2)

100

%0.3

30.3

50.4

0.6

70.9

81.3

11.5

81.5

21.5

1.5

1.3

60.9

W2-M

a

4. G

ross

Irr

igat

ion W

ater

Requirem

ents

(G

WR

) (lit/se

c/ha)

Sum

mer

Cro

p (S

)0

00.1

40.1

20.1

0.1

10.1

40.0

40

00

0

W

inte

r C

rop

(W1)

00

0.0

50.4

30.7

0.9

41.1

21.1

61.1

61.2

11.2

1.02

W

inte

r C

rop

(W2)

0.3

30.3

50.4

0.6

70.9

81.3

11.5

81.5

21.5

1.5

1.3

60.9

Tota

l 0

00.1

40.1

20.1

0.1

10.1

40.0

40

00.0

50.4

30.7

0.9

41.1

21.1

61.1

61.2

11.2

1.0

20.3

30.3

50.4

0.6

70.9

81.3

11.5

81.5

21.5

1.5

1.3

60.9

00

00

Item

Month

Rem

arks

Jan

.Feb.

Mar

.A

pr.

May

June

July

Aug.

Sept

.O

ct.

Nov.

187.4

Are

a %

Dec.

234.8

226.5

176.4

36.1

6.3

1.4

2.9

Note

: 1

/ :

Refe

r to

Tab

le A

.2-4 (9)

25.4

68.7

1.9

1.6

10-D

ay R

ainfa

ll

0

20

40

60

80

100

12

34

56

78

910

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

10-D

ay P

eriod

Rainfall (mm/10-day)

4-37

Page 104: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Tab

le A

2-3 (

10)

E

stim

atio

n o

f U

nit G

ross

Irr

igat

ion W

ater

Requirem

ents

(G

WR

) fo

r Lilo

ngw

e A

DD

Mete

oro

logi

cal

Sta

tion

: C

hile

ka S

tation

12

31

23

12

31

23

12

31

23

12

31

23

12

31

23

12

31

23

1. R

ainfa

llTota

l R

ainfa

ll =

Month

ly R

ainfa

ll (m

m/m

onth

)847.0

10-da

y R

ainfa

ll (m

m/10-da

y)66.3

66.3

66.3

57.7

57.7

57.7

45.7

45.7

45.7

13.7

13.7

13.7

33

31

11

0.7

0.7

0.7

0.3

0.3

0.3

11

17.3

7.3

7.3

27.7

27.7

27.7

58

58

58

2. C

roppin

g P

atte

rn

Mai

ze (

Gra

in)

(S)

100

% S

-M

a

Mai

ze (

Gre

en)

(W1)

100

% W

1-M

a

Mai

ze (

Gre

en)

(W2)

100

% W

2-M

a

3. U

nit G

ross

Wat

er

requirem

ent

(GW

R)

(lit./

sec/ha)

1/

Unit G

WR

(lit

/se

c/ha)

Mai

ze (

Gra

in)

(S)

100

%0

00.1

50.1

40.1

30.1

40.1

50.0

40

00

0 S

-M

a

Mai

ze (

Gre

en)

(W1)

100

%0

00

0.2

40.5

0.7

0.8

20.8

30.8

40.8

60.8

60.7

3 W

1-M

a

Mai

ze (

Gre

en)

(W2)

100

%0.2

40.2

60.3

0.5

10.7

61.0

21.2

61.2

61.2

41.1

81.0

20.6

3 W

2-M

a

4. G

ross

Irr

igat

ion W

ater

Requirem

ents

(G

WR

) (lit/se

c/ha)

Sum

mer

Cro

p (S

)0

00.1

50.1

40.1

30.1

40.1

50.0

40

00

0

W

inte

r C

rop

(W1)

00

00.2

40.5

0.7

0.8

20.8

30.8

40.8

60.8

60.7

3

W

inte

r C

rop

(W2)

0.2

40.2

60.3

0.5

10.7

61.0

21.2

61.2

61.2

41.1

81.0

20.6

3

Tota

l 0

00.1

50.1

40.1

30.1

40.1

50.0

40

00

0.2

40.5

0.7

0.8

20.8

30.8

40.8

60.8

60.7

30.2

40.2

60.3

0.5

10.7

61.0

21.2

61.2

61.2

41.1

81.0

20.6

30

00

0

Item

Month

Rem

arks

Jan

.Feb.

Mar

.A

pr.

May

June

July

Aug.

Sept

.O

ct.

Nov.

174.0

Are

a %

Dec.

199.0

173.0

137.0

41.0

9.0

3.0

2.0

Note

: 1

/ :

Refe

r to

Tab

le A

.2-4 (10)

22.0

83.0

1.0

3.0

10-D

ay R

ainfa

ll

0

20

40

60

80

100

12

34

56

78

910

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

10-D

ay P

eriod

Rainfall (mm/10-day)

4-38

Page 105: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Tab

le A

2-3 (

11)

E

stim

atio

n o

f U

nit G

ross

Irr

igat

ion W

ater

Requirem

ents

(G

WR

) fo

r Lilo

ngw

e A

DD

Mete

oro

logi

cal

Sta

tion

: L

ilongw

e S

tation

12

31

23

12

31

23

12

31

23

12

31

23

12

31

23

12

31

23

1. R

ainfa

llTota

l R

ainfa

ll =

Month

ly R

ainfa

ll (m

m/m

onth

)840.0

10-da

y R

ainfa

ll (m

m/10-da

y)69.3

69.3

69.3

65.7

65.7

65.7

43.7

43.7

43.7

13

13

13

2.3

2.3

2.3

0.3

0.3

0.3

00

00.3

0.3

0.3

11

12.3

2.3

2.3

22

22

22

60

60

60

2. C

roppin

g P

atte

rn

Mai

ze (

Gra

in)

(S)

100

% S

-M

a

Mai

ze (

Gre

en)

(W1)

100

% W

1-M

a

Mai

ze (

Gre

en)

(W2)

100

% W

2-M

a

3. U

nit G

ross

Wat

er

requirem

ent

(GW

R)

(lit./

sec/ha)

1/

Unit G

WR

(lit

/se

c/ha)

Mai

ze (

Gra

in)

(S)

100

%0

00

00

0.0

30.0

70.0

10

00

0 S

-M

a

Mai

ze (

Gre

en)

(W1)

100

%0

00

0.2

50.5

10.7

0.8

40.8

60.8

80.9

0.9

10.7

8 W

1-M

a

Mai

ze (

Gre

en)

(W2)

100

%0.2

60.2

70.3

20.5

40.8

1.0

71.3

31.3

91.4

21.4

21.2

40.7

4 W

2-M

a

4. G

ross

Irr

igat

ion W

ater

Requirem

ents

(G

WR

) (lit/se

c/ha)

Sum

mer

Cro

p (S

)0

00

00

0.0

30.0

70.0

10

00

0

W

inte

r C

rop

(W1)

00

00.2

50.5

10.7

0.8

40.8

60.8

80.9

0.9

10.7

8

W

inte

r C

rop

(W2)

0.2

60.2

70.3

20.5

40.8

1.0

71.3

31.3

91.4

21.4

21.2

40.7

4

Tota

l 0

00

00

0.0

30.0

70.0

10

00

0.2

50.5

10.7

0.8

40.8

60.8

80.9

0.9

10.7

80.2

60.2

70.3

20.5

40.8

1.0

71.3

31.3

91.4

21.4

21.2

40.7

40

00

0

Item

Month

Rem

arks

Jan

.Feb.

Mar

.A

pr.

May

June

July

Aug.

Sept

.O

ct.

Nov.

180.0

Are

a %

Dec.

208.0

197.0

131.0

39.0

7.0

1.0

0.0

Note

: 1

/ :

Refe

r to

Tab

le A

.2-4 (11)

7.0

66.0

1.0

3.0

10-D

ay R

ainfa

ll

0

20

40

60

80

100

12

34

56

78

910

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

10-D

ay P

eriod

Rainfall (mm/10-day)

4-39

Page 106: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Tab

le A

2-3 (

12)

E

stim

atio

n o

f U

nit G

ross

Irr

igat

ion W

ater

Requirem

ents

(G

WR

) fo

r Lilo

ngw

e A

DD

Mete

oro

logi

cal

Sta

tion

: D

edz

a Sta

tion

12

31

23

12

31

23

12

31

23

12

31

23

12

31

23

12

31

23

1. R

ainfa

llTota

l R

ainfa

ll =

Month

ly R

ainfa

ll (m

m/m

onth

)928.2

10-da

y R

ainfa

ll (m

m/10-da

y)76.8

76.8

76.8

70.1

70.1

70.1

44.8

44.8

44.8

17.1

17.1

17.1

3.4

3.4

3.4

1.4

1.4

1.4

1.1

1.1

1.1

0.4

0.4

0.4

11

13.4

3.4

3.4

19.4

19.4

19.4

70.5

70.5

70.5

2. C

roppin

g P

atte

rn

Mai

ze (

Gra

in)

(S)

100

% S

-M

a

Mai

ze (

Gre

en)

(W1)

100

% W

1-M

a

Mai

ze (

Gre

en)

(W2)

100

% W

2-M

a

3. U

nit G

ross

Wat

er

requirem

ent

(GW

R)

(lit./

sec/ha)

1/

Unit G

WR

(lit

/se

c/ha)

Mai

ze (

Gra

in)

(S)

100

%0

00

00

00

00

00

0 S

-M

a

Mai

ze (

Gre

en)

(W1)

100

%0

00

0.1

50.4

50.6

60.7

90.8

20.8

40.8

60.

87

0.7

5 W

1-M

a

Mai

ze (

Gre

en)

(W2)

100

%0.2

50.2

60.3

10.5

20.7

71.0

41.2

91.3

51.3

81.3

71.2

80.7

7 W

2-M

a

4. G

ross

Irr

igat

ion W

ater

Requirem

ents

(G

WR

) (lit/se

c/ha)

Sum

mer

Cro

p (S

)0

00

00

00

00

00

0

W

inte

r C

rop

(W1)

00

00.1

50.4

50.6

60.7

90.8

20.8

40.8

60.8

70.7

5

W

inte

r C

rop

(W2)

0.2

50.2

60.3

10.5

20.7

71.0

41.2

91.3

51.3

81.3

71.2

80.7

7

Tota

l 0

00

00

00

00

00

0.1

50.4

50.6

60.7

90.8

20.8

40.8

60.8

70.7

50.2

50.2

60.3

10.5

20.7

71.0

41.2

91.3

51.3

81.3

71.2

80.7

70

00

0

Note

: 1

/ :

Refe

r to

Tab

le A

.2-4 (12)

Item

Month

Rem

arks

Jan

.Feb.

Mar

.A

pr.

May

June

July

Aug.

Sept

.O

ct.

Nov.

Dec.

230.5

210.2

134.5

51.4

10.1

4.2

3.2

1.2

2.9

10.3

58.2

211.5

Are

a %

10-D

ay R

ainfa

ll

0

20

40

60

80

100

12

34

56

78

910

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

10-D

ay P

eriod

Rainfall (mm/10-day)

4-40

Page 107: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Tab

le A

2-3 (

13)

E

stim

atio

n o

f U

nit G

ross

Irr

igat

ion W

ater

Requirem

ents

(G

WR

) fo

r M

achin

ga A

DD

Mete

oro

logi

cal

Sta

tion

: M

onke

y B

ay S

tation

12

31

23

12

31

23

12

31

23

12

31

23

12

31

23

12

31

23

1. R

ainfa

llTota

l R

ainfa

ll =

Month

ly R

ainfa

ll (m

m/m

onth

)887.7

10-da

y R

ainfa

ll (m

m/10-da

y)63.4

63.4

63.4

78.0

78.0

78.0

31.3

31.3

31.3

6.2

6.2

6.2

1.6

1.6

1.6

00

00.1

0.1

0.1

0.4

0.4

0.4

0.2

0.2

0.2

3.1

3.1

3.1

12.6

12.6

12.6

98.9

98.9

98.9

2. C

roppin

g P

atte

rn

Mai

ze (

Gra

in)

(S)

100

% S

-M

a

Mai

ze (

Gre

en)

(W1)

100

% W

1-M

a

Mai

ze (

Gre

en)

(W2)

100

% W

2-M

a

3. U

nit G

ross

Wat

er

requirem

ent

(GW

R)

(lit./

sec/ha)

1/

Mai

ze (

Gra

in)

(S)

100

%0

00

0.0

20.0

90.2

0.3

30.3

10

00

0 S

-M

a

Mai

ze (

Gre

en)

(W1)

100

%0

00.0

80.4

50.7

81.0

71.3

1.3

51.3

81.4

1.3

91.1

6 W

1-M

a

Mai

ze (

Gre

en)

(W2)

100

%0.4

0.4

0.4

50.7

31.0

41.3

41.5

81.6

91.5

61.5

11.4

31

W2-M

a

4. G

ross

Irr

igat

ion W

ater

Requirem

ents

(G

WR

) (lit/se

c/ha)

Sum

mer

Cro

p (S

)0

00

0.0

20.0

90.2

0.3

30.3

10

00

0

W

inte

r C

rop

(W1)

00

0.0

80.4

50.7

81.0

71.3

1.3

51.3

81.4

1.3

91.1

6

W

inte

r C

rop

(W2)

0.4

0.4

0.4

50.7

31.0

41.3

41.5

81.6

91.5

61.5

11.4

31

Tota

l (2

2.0

ha)

00

00.0

20.0

90.2

0.3

30.3

10

00.0

80.4

50.7

81.0

71.3

1.3

51.3

81.4

1.3

91.1

60.4

0.4

0.4

50.7

31.0

41.3

41.5

81.6

91.5

61.5

11.4

31

00

00

Item

Month

Rem

arks

Jan

.Feb.

Mar

.A

pr.

May

June

July

Aug.

Sept

.O

ct.

Nov.

296.6

Are

a %

Dec.

190.3

234.0

93.9

18.7

4.7

0.0

0.4

Note

: 1

/ :

Refe

r to

Tab

le A

.2-4 (13)

9.4

37.8

1.2

0.7

10-D

ay R

ainfa

ll

0

20

40

60

80

100

12

34

56

78

910

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

10-D

ay P

eriod

Rainfall (mm/10-day)

4-41

Page 108: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Tab

le A

2-3 (

14)

E

stim

atio

n o

f U

nit G

ross

Irr

igat

ion W

ater

Requirem

ents

(G

WR

) fo

r M

achin

ga A

DD

Mete

oro

logi

cal

Sta

tion

: M

ango

chi Sta

tion

12

31

23

12

31

23

12

31

23

12

31

23

12

31

23

12

31

23

1. R

ainfa

llTota

l R

ainfa

ll =

Month

ly R

ainfa

ll (m

m/m

onth

)790.9

10-da

y R

ainfa

ll (m

m/10-da

y)63.8

63.8

63.8

62.9

62.9

62.9

45.5

45.5

45.5

12.1

12.1

12.1

1.5

1.5

1.5

0.9

0.9

0.9

0.8

0.8

0.8

0.9

0.9

0.9

0.9

0.9

0.9

4.4

4.4

4.4

18

18

18

52.3

52.3

52.3

2. C

roppin

g P

atte

rn

Mai

ze (

Gra

in)

(S)

70

% S

-M

a

Ric

e (

S)

15

% S

-R

i

Ric

e (

S)

15

% S

-R

i

Mai

ze (

Gra

in)

(W1)

70

% W

1-M

a

Mai

ze (

Gre

en)

(W2)

30

% W

2-M

a

Mai

ze (

Gra

in)

(W2)

70

% W

3-M

a

3. U

nit G

ross

Wat

er

requirem

ent

(GW

R)

(lit./

sec/ha)

2/

Mai

ze (

Gra

in)

(S)

70

%0

00.0

30.0

40.0

70.1

30.2

10.1

40

00

0 S

-M

a

Ric

e (

S)

15

%0.5

30.1

80.1

80.1

50.1

70.2

50.8

30.8

50.8

51.5

71.5

21.4

71.6

70

0.7

4 S

-R

i

Ric

e (

S)

15

%0

0.5

10.5

10.1

40.1

40.2

60.7

50.7

80.8

81.5

61.5

81.6

1.8

41.7

91.7

4 S

-R

i

Mai

ze (

Gra

in)

(W1)

70

%0

00.0

80.4

50.7

81.0

71.3

1.3

51.3

81.4

1.3

91.1

6 W

1-M

a

Mai

ze (

Gre

en)

(W2)

30

%0.3

70.3

80.4

30.7

11.3

1.5

51.5

81.5

61.5

1.3

0.8

2 W

2-M

a

Mai

ze (

Gra

in)

(W3)

70

%0.3

70.3

80.4

30.7

11.3

1.5

51.5

81.5

61.5

1.3

0.8

2 W

3-M

a

4. G

ross

Irr

igat

ion W

ater

Requirem

ents

(G

WR

) (lit/se

c/ha)

Sum

mer

Cro

p (S

)0.0

80.1

0.1

20.0

70.1

0.1

70.3

80.3

40

00

0.1

1

W

inte

r C

rop

(W1)

00

0.0

60.3

20.5

50.7

50.9

10.9

50.9

70.9

80.9

70.8

1

W

inte

r C

rop

(W2)+

(W3)

0.3

70.3

80.4

30.7

11.3

1.5

51.5

81.5

61.5

1.3

0.8

2

Tota

l 0.0

80.1

0.1

20.0

70.1

0.1

70.3

80.3

40

00.0

60.3

20.5

50.7

50.9

10.9

50.9

70.9

80.9

70.8

10.3

70.3

80.4

30.7

11.3

1.5

51.5

81.5

61.5

1.3

0.8

20

00

0.1

1

1/ :

Refe

r to

Tab

le A

.2-5 (3)

2/ :

Refe

r to

Tab

le A

.2-4 (14)

Item

Month

Rem

arks

Jan

.Feb.

Mar

.A

pr.

May

June

July

Aug.

Sept

.O

ct.

Nov.

Dec.

191.3

188.7

136.5

36.2

4.5

2.7

2.5

1.8

2.8

13.1

54.0

156.8

Are

a %

10-D

ay R

ainfa

ll

0

20

40

60

80

100

12

34

56

78

910

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

10-D

ay P

eriod

Rainfall (mm/10-day)

Nurs

ery

Nurs

er

4-42

Page 109: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Tab

le A

2-3 (

15)

Est

imat

ion o

f U

nit G

ross

Irr

igat

ion W

ater

Requirem

ents

(G

WR

) fo

r B

lanty

re A

DD

Mete

oro

logi

cal

Sta

tion

: T

hyo

lo S

tation

12

31

23

12

31

23

12

31

23

12

31

23

12

31

23

12

31

23

1. R

ainfa

llTota

l R

ainfa

ll =

Month

ly R

ainfa

ll (m

m/m

onth

)1,2

38.8

10-da

y R

ainfa

ll (m

m/10-da

y)74.3

74.3

74.3

67.2

67.2

67.2

70.7

70.7

70.7

32.5

32.5

32.5

8.7

8.7

8.7

9.4

9.4

9.4

10.8

10.8

10.8

4.4

4.4

4.4

3.1

3.1

3.1

13

13

13

34.3

34.3

34.3

84.4

84.4

84.4

2. C

roppin

g P

atte

rn

Mai

ze (

Gra

in)

(S)

100

% S

-M

a

Mai

ze (

Gre

en)

(W1)

100

% W

1-M

a

Mai

ze (

Gre

en)

(W2)

100

% W

2-M

a

3. U

nit G

ross

Wat

er

requirem

ent

(GW

R)

(lit./

sec/ha)

1/

Unit G

WR

(lit

/se

c/ha)

Mai

ze (

Gra

in)

(S)

100

%0

00.0

30.0

10

00

00

00

0 S

-M

a

Mai

ze (

Gre

en)

(W1)

100

%0

00

00.1

30.3

60.5

60.6

30.6

30.6

0.5

50.4

W1-M

a

Mai

ze (

Gre

en)

(W2)

100

%0

0.1

50.2

80.4

80.7

31

1.2

11.1

31.1

11.1

61.0

20.5

3 W

2-M

a

4. G

ross

Irr

igat

ion W

ater

Requirem

ents

(G

WR

) (lit/se

c/ha)

Sum

mer

Cro

p (S

)0

00.0

30.0

10

00

00

00

0

W

inte

r C

rop

(W1)

00

00

0.1

30.3

60.5

60.6

30.6

30.6

0.5

50.4

W

inte

r C

rop

(W2)

00.1

50.2

80.4

80.7

31

1.2

11.1

31.1

11.1

61.0

20.5

3

Tota

l 0

00.0

30.0

10

00

00

00

00.1

30.3

60.5

60.6

30.6

30.6

0.5

50.4

00.1

50.2

80.4

80.7

31

1.2

11.1

31.1

11.1

61.0

20.5

30

00

0

Note

: 1

/ :

Refe

r to

Tab

le A

.2-4 (15)

Item

Month

Rem

arks

Jan

.Feb.

Mar

.A

pr.

May

June

July

Aug.

Sept

.O

ct.

Nov.

Dec.

222.8

201.7

212.1

97.6

26.0

28.3

32.5

13.2

9.3

39.0

103.0

253.3

Are

a %

10-D

ay R

ainfa

ll

0

20

40

60

80

100

12

34

56

78

910

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

10-D

ay P

eriod

Rainfall (mm/10-day)

4-43

Page 110: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Tab

le A

2-3 (

16)

Est

imat

ion o

f U

nit G

ross

Irr

igat

ion W

ater

Requirem

ents

(G

WR

) fo

r B

lanty

re A

DD

Mete

oro

logi

cal

Sta

tion

: M

ula

nje

Sta

tion

12

31

23

12

31

23

12

31

23

12

31

23

12

31

23

12

31

23

1. R

ainfa

llTota

l R

ainfa

ll =

Month

ly R

ainfa

ll (m

m/m

onth

)1,9

08.0

10-da

y R

ainfa

ll (m

m/10-da

y)106

106

106

105.3

105.3

105.3

113.3

113.3

113.3

57.3

57.3

57.3

23.7

23.7

23.7

20

20

20

11.3

11.3

11.3

12

12

12

66

622.3

22.3

22.3

62.7

62.7

62.7

96

96

96

2. C

roppin

g P

atte

rn

Mai

ze (

Gra

in)

(S)

70

% S

-M

a

Ric

e (

S)

15

% S

-R

i

Ric

e (

S)

15

% S

-R

i

Mai

ze (

Gra

in)

(W1)

70

% W

1-M

a

Mai

ze (

Gre

en)

(W2)

30

% W

2-M

a

Mai

ze (

Gra

in)

(W2)

70

% W

3-M

a

3. U

nit G

ross

Wat

er

requirem

ent

(GW

R)

(lit./

sec/ha)

2/

Mai

ze (

Gra

in)

(S)

70

%0

00

00

00

00

00

0 S

-M

a

Ric

e (

S)

15

%0

0.5

10.5

10.5

20.5

40.5

70.5

60.5

70.5

80.2

70.2

40.2

10.7

10

0 S

-R

i

Ric

e (

S)

15

%0

00

0.5

10.5

10.5

10.5

0.5

20.5

40.2

60.2

80.3

30.8

0.7

70.7

5 S

-R

i

Mai

ze (

Gra

in)

(W1)

70

%0

00

00

00.1

60.2

50.3

30.4

40.5

60.5

4 W

1-M

a

Mai

ze (

Gre

en)

(W2)

30

%0.2

0.2

10.2

40.3

70.5

10.6

40.7

70.7

70.7

30.6

80.5

70.2

6 W

2-M

a

Mai

ze (

Gra

in)

(W2)

70

%0.2

0.2

10.2

40.3

70.5

10.6

40.7

70.7

70.7

30.6

80.5

70.2

6 W

3-M

a

4. G

ross

Irr

igat

ion W

ater

Requirem

ents

(G

WR

) (lit/se

c/ha)

Sum

mer

Cro

p (S

)0

0.0

80.0

80.1

50.1

60.1

60.1

60.1

60.1

70.0

80.0

80.0

80.2

30.1

20.1

10

00

0

W

inte

r C

rop

(W1)

00

00

00

0.1

10.1

80.2

30.3

10.3

90.3

8

W

inte

r C

rop

(W2)

0.2

0.2

10.2

40.3

70.5

10.6

40.7

70.7

70.7

30.6

80.5

70.2

6

Tota

l 0

0.0

80.0

80.1

50.1

60.1

60.1

60.1

60.1

70.0

80.0

80.0

80.2

30.1

20.2

20.1

80.2

30.3

10.3

90.3

80.2

0.2

10.2

40.3

70.5

10.6

40.7

70.7

70.7

30.6

80.5

70.2

60

00

0

1/ :

Refe

r to

Tab

le A

.2-5 (4)

2/ :

Refe

r to

Tab

le A

.2-4 (16)

Item

Month

Rem

arks

Jan

.Feb.

Mar

.A

pr.

May

June

July

Aug.

Sept

.O

ct.

Nov.

Dec.

318.0

316.0

340.0

172.0

71.0

60.0

34.0

36.0

18.0

67.0

188.0

288.0

Are

a %

10-D

ay R

ainfa

ll

020

40

60

80

100

120

140

12

34

56

78

910

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

10-D

ay P

eriod

Rainfall (mm/10-day)

1/

4-44

Page 111: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Tab

le A

2-3 (

17)

Est

imat

ion o

f U

nit G

ross

Irr

igat

ion W

ater

Requirem

ents

(G

WR

) fo

r S

hire V

alle

y A

DD

Mete

oro

logi

cal

Sta

tion

: B

vum

bw

e S

tation

12

31

23

12

31

23

12

31

23

12

31

23

12

31

23

12

31

23

1. R

ainfa

llTota

l R

ainfa

ll =

Month

ly R

ainfa

ll (m

m/m

onth

)1,2

48.0

10-da

y R

ainfa

ll (m

m/10-da

y)90

90

90

82.3

82.3

82.3

67.7

67.7

67.7

27.7

27.7

27.7

77

78

88

5.7

5.7

5.7

3.7

3.7

3.7

3.6

3.6

3.6

9.3

9.3

9.3

34.7

34.7

34.7

76.3

76.3

76.3

2. C

roppin

g P

atte

rn

Mai

ze (

Gra

in)

(S)

70

% S

-M

a

Ric

e (

S)

15

% S

-R

i

Ric

e (

S)

15

% S

-R

i

Mai

ze (

Gra

in)

(W1)

70

% W

1-M

a

Mai

ze (

Gre

en)

(W2)

30

% W

2-M

a

Mai

ze (

Gra

in)

(W2)

70

% W

3-M

a

3. U

nit G

ross

Wat

er

requirem

ent

(GW

R)

(lit./

sec/ha)

2/

Mai

ze (

Gra

in)

(S)

70

%0

00

00

00

00

00

0 S

-M

a

Ric

e (

S)

15

%0.5

20.5

0.5

0.5

10.5

30.5

50.1

80.2

0.2

0.8

50.8

20.7

81.2

0.0

10.2

9 S

-R

i

Ric

e (

S)

15

%0

0.0

30.0

30.5

0.5

0.5

0.1

20.1

40.2

30.8

40.8

50.8

81.2

91.2

61.2

4 S

-R

i

Mai

ze (

Gra

in)

(W1)

70

%0

00

00.1

70.4

30.6

50.7

0.7

0.6

50.5

90.4

4 W

1-M

a

Mai

ze (

Gre

en)

(W2)

30

%0.0

30.1

60.2

60.4

40.6

60.8

91.0

81.0

61.0

30.9

60.7

80.3

8 W

2-M

a

Mai

ze (

Gra

in)

(W2)

70

%0.0

30.1

60.2

60.4

40.6

60.8

91.0

81.0

61.0

30.9

60.7

80.3

8 W

3-M

a

4. G

ross

Irr

igat

ion W

ater

Requirem

ents

(G

WR

) (lit/se

c/ha)

Sum

mer

Cro

p (S

)0.0

80.0

80.0

80.1

50.1

50.1

60.0

50.0

50.0

60.2

50.2

50.2

50.3

70.1

90.1

90

00

0.0

4

W

inte

r C

rop

(W1)

00

00

0.1

20.3

0.4

60.4

90.4

90.4

60.4

10.3

1

W

inte

r C

rop

(W2)

0.0

30.1

60.2

60.4

40.6

60.8

91.0

81.0

61.0

30.9

60.7

80.3

8

Tota

l 0.0

80.0

80.0

80.1

50.1

50.1

60.0

50.0

50.0

60.2

50.2

50.2

50.4

90.4

90.6

50.4

90.4

90.4

60.4

10.3

10.0

30.1

60.2

60.4

40.6

60.8

91.0

81.0

61.0

30.9

60.7

80.3

80

00

0.0

4

1/ :

Refe

r to

Tab

le A

.2-5 (5)

2/ :

Refe

r to

Tab

le A

.2-4 (17) .

Item

Month

Rem

arks

Jan

.Feb.

Mar

.A

pr.

May

June

July

Aug.

Sept

.O

ct.

Nov.

Dec.

270.0

247.0

203.0

83.0

21.0

24.0

17.0

11.0

11.0

28.0

104.0

229.0

Are

a %

10-D

ay R

ainfa

ll

0

20

40

60

80

100

12

34

56

78

910

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

10-D

ay P

eriod

Rainfall (mm/10-day)

4-45

Page 112: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Tab

le A

2-3 (

18)

Est

imat

ion o

f U

nit G

ross

Irr

igat

ion W

ater

Requirem

ents

(G

WR

) fo

r S

hire V

alle

y A

DD

Mete

oro

logi

cal

Sta

tion

: N

gabu S

tati

on

12

31

23

12

31

23

12

31

23

12

31

23

12

31

23

12

31

23

1. R

ainfa

llTota

l Rai

nfa

ll =

M

onth

ly R

ainfa

ll (m

m/m

onth

)802.5

1

0-da

y Rai

nfa

ll (m

m/10-da

y)47.2

47.2

47.2

53.7

53.7

53.7

41

41

41

14.5

14.5

14.5

5.2

5.2

5.2

5.2

5.2

5.2

5.7

5.7

5.7

1.5

1.5

1.5

1.2

1.2

1.2

7.9

7.9

7.9

21.5

21.5

21.5

62.6

62.6

62.6

2. C

roppin

g P

atte

rn

M

aize

(G

rain

) (S

)100

% S

-M

a

M

aize

(G

reen) (W

1)

100

% W

1-M

a

M

aize

(G

reen) (W

2)

100

% W

2-M

a

3. U

nit G

ross

Wat

er

requirem

ent

(GW

R)

(lit./

sec/ha)

1/

U

nit G

WR (lit

/se

c/ha)

M

aize

(G

rain

) (S

)100

%0

0.1

40.3

40.3

50.3

40.3

50.3

40.2

00

00

S-M

a

M

aize

(G

reen) (W

1)

100

%0

00.0

30.3

90.7

11.0

21.2

21.2

71.2

91.2

81.2

41.0

3 W

1-M

a

M

aize

(G

reen) (W

2)

100

%0.2

90.3

70.4

50.7

51.1

1.4

51.7

31.6

31.6

41.7

11.5

71

W2-M

a

4. G

ross

Irr

igat

ion W

ater

Requirem

ents

(G

WR

) (lit/se

c/ha)

Sum

mer

Cro

p (S

)0

0.1

40.3

40.3

50.3

40.3

50.3

40.2

00

00

W

inte

r C

rop

(W1)

00

0.0

30.3

90.7

11.0

21.2

21.2

71.2

91.2

81.2

41.0

3

W

inte

r C

rop

(W2)

0.2

90.3

70.4

50.7

51.1

1.4

51.7

31.6

31.6

41.7

11.5

71

Tota

l 0

0.1

40.3

40.3

50.3

40.3

50.3

40.2

00

0.0

30.3

90.7

11.0

21.2

21.2

71.2

91.2

81.2

41.0

30.2

90.3

70.4

50.7

51.1

1.4

51.7

31.6

31.6

41.7

11.5

71

00

00

Item

Month

Rem

arks

Jan

.Feb.

Mar

.A

pr.

May

June

July

Aug.

Sept

.O

ct.

Nov.

187.7

Are

a %

Dec.

141.7

161.1

122.9

43.6

15.7

15.7

17.1

Note

: 1/ : R

efe

r to

Tab

le A

.2-4 (18)

23.7

64.4

4.7

4.2

10-D

ay R

ainfa

ll

0

20

40

60

80

100

12

34

56

78

910

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

10-D

ay P

eriod

Rainfall (mm/10-day)

4-46

Page 113: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-4 (1) Estimated Field Water Supply for Maize (Grain) (S-Ma) in Karonga ADD

Meteorological Station : Chitipa Station Reference Evapo-Transpiration (ETo), and Effective Rainfall

Field Water Supply (FWS)

4-47

Page 114: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-4 (1) Estimated Field Water Supply for Maize (Grain) (W1-Ma) in Karonga ADD

Meteorological Station : Chitipa Station Reference Evapo-Transpiration (ETo) and Effective Rainfall

Field Water Supply (FWS)

4-48

Page 115: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-4 (1) Estimated Field Water Supply for Maize (Green) (W2-Ma) in Karonga ADD

Meteorological Station : Chitipa Station Reference Evapo-Transpiration (ETo) and Effective Rainfall

Field Water Supply (FWS)

4-49

Page 116: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-4 (2) Estimated Field Water Supply for Maize (Grain) (S-Ma) in Karonga ADD

Meteorological Station : Karonga Station Reference Evapo-Transpiration (ETo) and Effective Rainfall

Field Water Supply (FWS)

4-50

Page 117: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-4 (2) Estimated Field Water Supply for Maize (Grain) (W1-Ma) in Karonga ADD

Meteorological Station : Karonga Station Reference Evapo-Transpiration (ETo) and Effective Rainfall

Field Water Supply (FWS)

4-51

Page 118: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-4 (2) Estimated Field Water Supply for Maize (Green) (W2-Ma) in Karonga ADD

Meteorological Station : Karonga Station Reference Evapo-Transpiration (ETo) and Effective Rainfall

Field Water Supply (FWS)

4-52

Page 119: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-4(2) Estimated Field Water Supply for Maize (Grain) (W3-Ma) in Karonga ADD

Meteorological Station : Karonga Station Reference Evapo-Transpiration (ETo) and Effective Rainfall

Field Water Supply (FWS)

4-53

Page 120: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-4 (3) Estimated Field Water Supply for Maize (Grain) (S-Ma) in Mzuzu ADD

Meteorological Station : Bolero Station Reference Evapo-Transpiration (ETo) and Effective Rainfall

Field Water Supply (FWS)

4-54

Page 121: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-4 (3) Estimated Field Water Supply for Maize (Grain) (W1-Ma) in Mzuzu ADD

Meteorological Station : Bolero Station Reference Evapo-Transpiration (ETo) and Effective Rainfall

Field Water Supply (FWS)

4-55

Page 122: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-4 (3) Estimated Field Water Supply for Maize (Green) (W2-Ma) in Mzuzu ADD

Meteorological Station : Bolero Station Reference Evapo-Transpiration (ETo) and Effective Rainfall

Field Water Supply (FWS)

4-56

Page 123: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-4 (4) Estimated Field Water Supply for Maize (Grain) (S-Ma) in Mzuzu ADD

Meteorological Station : Mzuzu Station Reference Evapo-Transpiration (ETo) and Effective Rainfall

Field Water Supply (FWS)

4-57

Page 124: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-4 (4) Estimated Field Water Supply for Maize (Grain) (W1-Ma) in Muzuz ADD

Meteorological Station : Muzuz Station Reference Evapo-Transpiration (ETo) and Effective Rainfall

Field Water Supply (FWS)

4-58

Page 125: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-4 (4) Estimated Field Water Supply for Maize (Green) (W2-Ma) in Muzuz ADD

Meteorological Station : Muzuz Station Reference Evapo-Transpiration (ETo) and Effective Rainfall

Field Water Supply (FWS)

4-59

Page 126: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-4 (5) Estimated Field Water Supply for Maize (Grain) (S-Ma) in Muzuz ADD

Meteorological Station : Nkhata Bay Station Reference Evapo-Transpiration (ETo) and Effective Rainfall

Field Water Supply (FWS)

4-60

Page 127: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-4 (5) Estimated Field Water Supply for Maize (Grain) (W1-Ma) in Mzuzu ADD

Meteorological Station : Nkhata Bay Station Reference Evapo-Transpiration (ETo) and Effective Rainfall

Field Water Supply (FWS)

4-61

Page 128: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-4 (5) Estimated Field Water Supply for Maize (Green) (W2-Ma-) in Muzuz ADD

Meteorological Station : Nkhata Bay Station Reference Evapo-Transpiration (ETo) and Effective Rainfall

Field Water Supply (FWS)

4-62

Page 129: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-4 (6) Estimated Field Water Supply for Maize (Grain) (S-Ma) in Muzuz ADD

Meteorological Station : Mzimba Station Reference Evapo-Transpiration (ETo) and Effective Rainfall

Field Water Supply (FWS)

4-63

Page 130: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-4 (6) Estimated Field Water Supply for Maize (Grain) (W1-Ma) in Mzuzu ADD

Meteorological Station : Mzimba Station Reference Evapo-Transpiration (ETo) and Effective Rainfall

Field Water Supply (FWS)

4-64

Page 131: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-4 (6) Estimated Field Water Supply for Maize (Green) (W2-Ma) in Mzuzu ADD

Meteorological Station : Mzimba Station Reference Evapo-Transpiration (ETo) and Effective Rainfall

Field Water Supply (FWS)

4-65

Page 132: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-4 (7) Estimated Field Water Supply for Maize (Grain) (S-Ma) in Kasung ADD

Meteorological Station : Kasung Station Reference Evapo-Transpiration (ETo) and Effective Rainfall

Field Water Supply (FWS)

4-66

Page 133: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-4 (7) Estimated Field Water Supply for Maize (Grain) (W1-Ma) in Kasung ADD

Meteorological Station : Kasungu Station Reference Evapo-Transpiration (ETo) and Effective Rainfall

Field Water Supply (FWS)

4-67

Page 134: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-4 (7) Estimated Field Water Supply for Maize (Green) (W2-Ma) in Kasungu ADD

Meteorological Station : Kasungu Station Reference Evapo-Transpiration (ETo) and Effective Rainfall

Field Water Supply (FWS)

4-68

Page 135: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-4 (8) Estimated Field Water Supply for Maize (Grain) (S-Ma) in Salima ADD

Meteorological Station : Nkhotakota Station Reference Evapo-Transpiration (ETo) and Effective Rainfall

Field Water Supply (FWS)

4-69

Page 136: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-4 (8) Estimated Field Water Supply for Maize (Grain) (W1-Ma) in Salima ADD

Meteorological Station : Nkhotakota Station Reference Evapo-Transpiration (ETo) and Effective Rainfall

Field Water Supply (FWS)

4-70

Page 137: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-4 (8) Estimated Field Water Supply for Maize (Geenr) (W2-Ma) in Salima ADD

Meteorological Station : Nkhotakota Station Reference Evapo-Transpiration (ETo) and Effective Rainfall

Field Water Supply (FWS)

4-71

Page 138: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-4 (8) Estimated Field Water Supply for Maize (Grain) (W3-Ma) in SalimaADD

Meteorological Station : Nkhotakota Station Reference Evapo-Transpiration (ETo) and Effective Rainfall

Field Water Supply (FWS)

4-72

Page 139: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-4 (9) Estimated Field Water Supply for Maize (Grain) (S-Ma) in Salima ADD

Meteorological Station : Salima Station Reference Evapo-Transpiration (ETo) and Effective Rainfall

Field Water Supply (FWS)

4-73

Page 140: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-4 (9) Estimated Field Water Supply for Maize (Grain) (W1-Ma) in Salima ADD

Meteorological Station : Salima Station Reference Evapo-Transpiration (ETo) and Effective Rainfall

Field Water Supply (FWS)

4-74

Page 141: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-4 (9) Estimated Field Water Supply for Maize (Green) (W2-Ma) in Salima ADD

Meteorological Station : Salima Station Reference Evapo-Transpiration (ETo) and Effective Rainfall

Field Water Supply (FWS)

4-75

Page 142: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-4 (10) Estimated Field Water Supply for Maize (Grain) (S-Ma) in Lilongwe ADD

Meteorological Station : Chileka Station Reference Evapo-Transpiration (ETo) and Effective Rainfall

Field Water Supply (FWS)

4-76

Page 143: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-4 (10) Estimated Field Water Supply for Maize (Grain) (W1-Ma) in Lilongwe ADD

Meteorological Station : Chileka Station Reference Evapo-Transpiration (ETo) and Effective Rainfall

Field Water Supply (FWS)

4-77

Page 144: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-4 (10) Estimated Field Water Supply for Maize (Green) (W2-Ma) in Lilongwe ADD

Meteorological Station : Chileka Station Reference Evapo-Transpiration (ETo) and Effective Rainfall

Field Water Supply (FWS)

4-78

Page 145: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-4 (11) Estimated Field Water Supply for Maize (Grain) (S-Ma) in Lilongwe ADD

Meteorological Station : Lilongwe Station Reference Evapo-Transpiration (ETo) and Effective Rainfall

Field Water Supply (FWS)

4-79

Page 146: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-4 (11) Estimated Field Water Supply for Maize (Grain) (W1-Ma) in Lilongwe ADD

Meteorological Station : Lilongwe Station Reference Evapo-Transpiration (ETo) and Effective Rainfall

Field Water Supply (FWS)

4-80

Page 147: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-4 (11) Estimated Field Water Supply for Maize (Green) (W2-Ma) in Lilongwe ADD

Meteorological Station : Lilongwe Station Reference Evapo-Transpiration (ETo) and Effective Rainfall

Field Water Supply (FWS)

4-81

Page 148: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-4 (12) Estimated Field Water Supply for Maize (Grain) (S-Ma) in Lilongwe ADD

Meteorological Station : Dedza Station Reference Evapo-Transpiration (ETo) and Effective Rainfall

Field Water Supply (FWS)

4-82

Page 149: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-4 (12) Estimated Field Water Supply for Maize (Grain) (W1-Ma) in Lilongwe ADD

Meteorological Station : Dedza Station Reference Evapo-Transpiration (ETo) and Effective Rainfall

Field Water Supply (FWS)

4-83

Page 150: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-4 (12) Estimated Field Water Supply for Maize (Green) (W2-Ma) in Lilongwe ADD

Meteorological Station : Dedza Station Reference Evapo-Transpiration (ETo) and Effective Rainfall

Field Water Supply (FWS)

4-84

Page 151: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-4 (13) Estimated Field Water Supply for Maize (Grain) (S-Ma) in Machinga ADD

Meteorological Station : Monkey Bay Station Reference Evapo-Transpiration (ETo) and Effective Rainfall

Field Water Supply (FWS)

4-85

Page 152: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-4 (13) Estimated Field Water Supply for Maize (Grain) (W1-Ma) in Machinga ADD

Meteorological Station : Monkey Bay Station Reference Evapo-Transpiration (ETo) and Effective Rainfall

Field Water Supply (FWS)

4-86

Page 153: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-4 (13) Estimated Field Water Supply for Maize (Green) (W2-Ma) in Machinga ADD

Meteorological Station : Monkey Bay Station Reference Evapo-Transpiration (ETo) and Effective Rainfall

Field Water Supply (FWS)

4-87

Page 154: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-4 (14) Estimated Field Water Supply for Maize (Grain) (S-Ma) in Machinga ADD

Meteorological Station : Mangochi Station Reference Evapo-Transpiration (ETo) and Effective Rainfall

Field Water Supply (FWS)

4-88

Page 155: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-4 (14) Estimated Field Water Supply for Maize (Grain) (W1-Ma) in Machinga ADD

Meteorological Station : Mangochi Station Reference Evapo-Transpiration (ETo) and Effective Rainfall

Field Water Supply (FWS)

4-89

Page 156: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-4 (14) Estimated Field Water Supply for Maize (Green) (W2-Ma) in Machinga ADD

Meteorological Station : Mangochi Station Reference Evapo-Transpiration (ETo) and Effective Rainfall

Field Water Supply (FWS)

4-90

Page 157: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-4 (14) Estimated Field Water Supply for Maize (Grain) (W3-Ma) in Machinga ADD

Meteorological Station : Mangochi Station Reference Evapo-Transpiration (ETo) and Effective Rainfall

Field Water Supply (FWS)

4-91

Page 158: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-4 (15) Estimated Field Water Supply for Maize (Grain) (S-Ma) in Blantyre ADD

Meteorological Station : Thyolo Station Reference Evapo-Transpiration (ETo) and Effective Rainfall

Field Water Supply (FWS)

4-92

Page 159: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-4 (15) Estimated Field Water Supply for Maize (Grain) (W1-Ma) in Blantyre ADD

Meteorological Station : Thyolo Station Reference Evapo-Transpiration (ETo) and Effective Rainfall

Field Water Supply (FWS)

4-93

Page 160: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-4 (15) Estimated Field Water Supply for Maize (Green) (W2-Ma) in Blantyre ADD

Meteorological Station : Thyolo Station Reference Evapo-Transpiration (ETo) and Effective Rainfall

Field Water Supply (FWS)

4-94

Page 161: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-4 (16) Estimated Field Water Supply for Maize (Grain) (S-Ma) in Blantyre ADD

Meteorological Station : Mulanje Station Reference Evapo-Transpiration (ETo) and Effective Rainfall

Field Water Supply (FWS)

4-95

Page 162: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-4 (16) Estimated Field Water Supply for Maize (Grain) (W1-Ma) in Blantyre ADD

Meteorological Station : Mulanje Station Reference Evapo-Transpiration (ETo) and Effective Rainfall

Field Water Supply (FWS)

4-96

Page 163: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-4 (16) Estimated Field Water Supply for Maize (Green) (W2-Ma) in Blantyre ADD

Meteorological Station : Mulanje Station Reference Evapo-Transpiration (ETo) and Effective Rainfall

Field Water Supply (FWS)

4-97

Page 164: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-4 (16) Estimated Field Water Supply for Maize (Grain) (W3-Ma) in Blantyre ADD

Meteorological Station : Mulanje Station Reference Evapo-Transpiration (ETo) and Effective Rainfall

Field Water Supply (FWS)

4-98

Page 165: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-4 (17) Estimated Field Water Supply for Maize (Grain) (S-Ma) in Shire Valley ADD

Meteorological Station : Bvumbwe Station Reference Evapo-Transpiration (ETo) and Effective Rainfall

Field Water Supply (FWS)

4-99

Page 166: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-4(17) Estimated Field Water Supply for Maize (Grain) (W1-Ma) in Shire Valley ADD

Meteorological Station : Bvumbwe Station Reference Evapo-Transpiration (ETo) and Effective Rainfall

Field Water Supply (FWS)

4-100

Page 167: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-4(17) Estimated Field Water Supply for Maize (Green) (W2-Ma) in Shire Valley ADD

Meteorological Station : Bvumbwe Station Reference Evapo-Transpiration (ETo) and Effective Rainfall

Field Water Supply (FWS)

4-101

Page 168: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-4 (17) Estimated Field Water Supply for Maize (Grain) (W3-Ma) in Shire Valley ADD

Meteorological Station : Bvumbwe Station Reference Evapo-Transpiration (ETo) and Effective Rainfall

Field Water Supply (FWS)

4-102

Page 169: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-4 (18) Estimated Field Water Supply for Maize (Grain) (S-Ma) in Shire Valley ADD

Meteorological Station : Ngabu Station Reference Evapo-Transpiration (ETo) and Effective Rainfall

Field Water Supply (FWS)

4-103

Page 170: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-4 (18) Estimated Field Water Supply for Maize (Grain) (W1-Ma) in Shire Valley ADD

Meteorological Station : Ngabu Station Reference Evapo-Transpiration (ETo) and Effective Rainfall

Field Water Supply (FWS)

4-104

Page 171: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-4 (18) Estimated Field Water Supply for Maize (Green) (W2-Ma) in Shire Valley ADD

Meteorological Station : Ngabu Station Reference Evapo-Transpiration (ETo) and Effective Rainfall

Field Water Supply (FWS)

4-105

Page 172: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

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Table A2-6 (1) Water Requirement for Land Soaking and Preparation (Karonga Station)

Type of Paddy : Summer (Wet) Season Paddy 1Land Preparation Period : Dec. 21 - Jan. 10

1st Irrigation (P2)1. Saturation of Top Soil 150 mm x 0.5 x 0.65 = 49 mm

(Saturation Depth x Porosity x (1 - Soil Moisture)2. Evaporation for 7.5 days 4.2 mm x 7.5 day = 32 mm3. Percolation for 7.5 days 1 mm x 7.5 day = 8 mm4. Standing Water = 40 mm

Sub-Total 129 mm The total amounts of 129mm is planned to be supplied with two times at 65 mm each time on the date of eight and three days before plowing.

2nd Irrigation (P1)1. Evaporation for 6.5 days 4.2 mm x 6.5 day = 27 mm2. Percolation for 6.5 days 1 mm x 6.5 day = 7 mm

Sub-Total 34 mm

3rd Irrigation (P)1. Evaporation for 3.5 days 4.2 mm x 3.5 day = 15 mm2. Percolation for 3.5days 1 mm x 3.5 day = 4 mm

Sub-Total 19 mmTotal 182 mm

Table A.2-6(2) Water Requirement for Land Soaking and Preparation (Karonga Station)

Type of Paddy : Summer (Wet) Season Paddy 2Land Preparation Period : Jan. 11 - Jan. 31

1st Irrigation (P2)1. Saturation of Top Soil 150 mm x 0.5 x 0.65 = 49 mm

(Saturation Depth x Porosity x (1 - Soil Moisture)2. Evaporation for 7.5 days 4.1 mm x 7.5 day = 31 mm3. Percolation for 7.5 days 1 mm x 7.5 day = 8 mm4. Standing Water = 40 mm

Sub-Total 128 mm The total amounts of 128mm is planned to be supplied with two times at 64 mm each time on the date of eight and three days before plowing.

2nd Irrigation (P1)1. Evaporation for 6.5 days 4.1 mm x 6.5 day = 27 mm2. Percolation for 6.5 days 1 mm x 6.5 day = 7 mm

Sub-Total 34 mm

3rd Irrigation (P)1. Evaporation for 3.5 days 4.1 mm x 3.5 day = 14 mm2. Percolation for 3.5days 1 mm x 3.5 day = 4 mm

Sub-Total 18 mmTotal 180 mm

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Table A2-6 (3) Water Requirement for Land Soaking and Preparation (Nkhotakota Station)

Type of Paddy : Summer (Wet) Season Paddy 1Land Preparation Period : Dec. 21 - Jan. 10

1st Irrigation (P2)1. Saturation of Top Soil 150 mm x 0.5 x 0.65 = 49 mm

(Saturation Depth x Porosity x (1 - Soil Moisture)2. Evaporation for 7.5 days 3.4 mm x 7.5 day = 26 mm3. Percolation for 7.5 days 1 mm x 7.5 day = 8 mm4. Standing Water = 40 mm

Sub-Total 123 mm The total amounts of 123mm is planned to be supplied with two times at 62 mm each time on the date of eight and three days before plowing.

2nd Irrigation (P1)1. Evaporation for 6.5 days 3.4 mm x 6.5 day = 22 mm2. Percolation for 6.5 days 1 mm x 6.5 day = 7 mm

Sub-Total 29 mm

3rd Irrigation (P)1. Evaporation for 3.5 days 3.4 mm x 3.5 day = 12 mm2. Percolation for 3.5days 1 mm x 3.5 day = 4 mm

Sub-Total 16 mmTotal 168 mm

Table A2-6 (4) Water Requirement for Land Soaking and Preparation (Nkhotakota Station)

Type of Paddy : Summer (Wet) Season Paddy 2Land Preparation Period : Jan. 11 - Jan. 31

1st Irrigation (P2)1. Saturation of Top Soil 150 mm x 0.5 x 0.65 = 49 mm

(Saturation Depth x Porosity x (1 - Soil Moisture)2. Evaporation for 7.5 days 3.2 mm x 7.5 day = 24 mm3. Percolation for 7.5 days 1 mm x 7.5 day = 8 mm4. Standing Water = 40 mm

Sub-Total 121 mm The total amounts of 121mm is planned to be supplied with two times at 61 mm each time on the date of eight and three days before plowing.

2nd Irrigation (P1)1. Evaporation for 6.5 days 3.2 mm x 6.5 day = 21 mm2. Percolation for 6.5 days 1 mm x 6.5 day = 7 mm

Sub-Total 28 mm

3rd Irrigation (P)1. Evaporation for 3.5 days 3.2 mm x 3.5 day = 11 mm2. Percolation for 3.5days 1 mm x 3.5 day = 4 mm

Sub-Total 15 mmTotal 164 mm

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Table A2-6 (5) Water Requirement for Land Soaking and Preparation (Mangochi Station)

Type of Paddy : Summer (Wet) Season Paddy 1Land Preparation Period : Dec. 21 - Jan. 10

1st Irrigation (P2)1. Saturation of Top Soil 150 mm x 0.5 x 0.65 = 49 mm

(Saturation Depth x Porosity x (1 - Soil Moisture)2. Evaporation for 7.5 days 3.7 mm x 7.5 day = 28 mm3. Percolation for 7.5 days 1 mm x 7.5 day = 8 mm4. Standing Water = 40 mm

Sub-Total 125 mm The total amounts of 125mm is planned to be supplied with two times at 63 mm each time on the date of eight and three days before plowing.

2nd Irrigation (P1)1. Evaporation for 6.5 days 3.7 mm x 6.5 day = 24 mm2. Percolation for 6.5 days 1 mm x 6.5 day = 7 mm

Sub-Total 31 mm

3rd Irrigation (P)1. Evaporation for 3.5 days 3.7 mm x 3.5 day = 13 mm2. Percolation for 3.5days 1 mm x 3.5 day = 4 mm

Sub-Total 17 mmTotal 173 mm

Table A2-6 (6) Water Requirement for Land Soaking and Preparation (Mangochi Station)

Type of Paddy : Summer (Wet) Season Paddy 2Land Preparation Period : Jan. 11 - Jan. 31

1st Irrigation (P2)1. Saturation of Top Soil 150 mm x 0.5 x 0.65 = 49 mm

(Saturation Depth x Porosity x (1 - Soil Moisture)2. Evaporation for 7.5 days 3.6 mm x 7.5 day = 27 mm3. Percolation for 7.5 days 1 mm x 7.5 day = 8 mm4. Standing Water = 40 mm

Sub-Total 124 mm The total amounts of 124mm is planned to be supplied with two times at 62 mm each time on the date of eight and three days before plowing.

2nd Irrigation (P1)1. Evaporation for 6.5 days 3.6 mm x 6.5 day = 23 mm2. Percolation for 6.5 days 1 mm x 6.5 day = 7 mm

Sub-Total 30 mm

3rd Irrigation (P)1. Evaporation for 3.5 days 3.6 mm x 3.5 day = 13 mm2. Percolation for 3.5days 1 mm x 3.5 day = 4 mm

Sub-Total 17 mmTotal 171 mm

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Table A2-6 (7) Water Requirement for Land Soaking and Preparation (Mulanje Station)

Type of Paddy : Summer (Wet) Season Paddy 1Land Preparation Period : Dec. 21 - Jan. 10

1st Irrigation (P2)1. Saturation of Top Soil 150 mm x 0.5 x 0.65 = 49 mm

(Saturation Depth x Porosity x (1 - Soil Moisture)2. Evaporation for 7.5 days 4.1 mm x 7.5 day = 31 mm3. Percolation for 7.5 days 1 mm x 7.5 day = 8 mm4. Standing Water = 40 mm

Sub-Total 128 mm The total amounts of 128mm is planned to be supplied with two times at 64 mm each time on the date of eight and three days before plowing.

2nd Irrigation (P1)1. Evaporation for 6.5 days 4.1 mm x 6.5 day = 27 mm2. Percolation for 6.5 days 1 mm x 6.5 day = 7 mm

Sub-Total 34 mm

3rd Irrigation (P)1. Evaporation for 3.5 days 4.1 mm x 3.5 day = 14 mm2. Percolation for 3.5days 1 mm x 3.5 day = 4 mm

Sub-Total 18 mmTotal 180 mm

Table A2-6 (8) Water Requirement for Land Soaking and Preparation (Mulanje Station)

Type of Paddy : Summer (Wet) Season Paddy 2Land Preparation Period : Jan. 11 - Jan. 31

1st Irrigation (P2)1. Saturation of Top Soil 150 mm x 0.5 x 0.65 = 49 mm

(Saturation Depth x Porosity x (1 - Soil Moisture)2. Evaporation for 7.5 days 4.1 mm x 7.5 day = 31 mm3. Percolation for 7.5 days 1 mm x 7.5 day = 8 mm4. Standing Water = 40 mm

Sub-Total 128 mm The total amounts of 128mm is planned to be supplied with two times at 64 mm each time on the date of eight and three days before plowing.

2nd Irrigation (P1)1. Evaporation for 6.5 days 4.1 mm x 6.5 day = 27 mm2. Percolation for 6.5 days 1 mm x 6.5 day = 7 mm

Sub-Total 34 mm

3rd Irrigation (P)1. Evaporation for 3.5 days 4.1 mm x 3.5 day = 14 mm2. Percolation for 3.5days 1 mm x 3.5 day = 4 mm

Sub-Total 18 mmTotal 180 mm

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Table A2-6 (9) Water Requirement for Land Soaking and Preparation (Bvumbwe Station)

Type of Paddy : Summer (Wet) Season Paddy 1Land Preparation Period : Dec. 21 - Jan. 10

1st Irrigation (P2)1. Saturation of Top Soil 150 mm x 0.5 x 0.65 = 49 mm

(Saturation Depth x Porosity x (1 - Soil Moisture)2. Evaporation for 7.5 days 3.7 mm x 7.5 day = 28 mm3. Percolation for 7.5 days 1 mm x 7.5 day = 8 mm4. Standing Water = 40 mm

Sub-Total 125 mm The total amounts of 124mm is planned to be supplied with two times at 62 mm each time on the date of eight and three days before plowing.

2nd Irrigation (P1)1. Evaporation for 6.5 days 3.7 mm x 6.5 day = 24 mm2. Percolation for 6.5 days 1 mm x 6.5 day = 7 mm

Sub-Total 31 mm

3rd Irrigation (P)1. Evaporation for 3.5 days 3.7 mm x 3.5 day = 13 mm2. Percolation for 3.5days 1 mm x 3.5 day = 4 mm

Sub-Total 17 mmTotal 173 mm

Table A2-6 (10) Water Requirement for Land Soaking and Preparation (Bvumbwe Station)

Type of Paddy : Summer (Wet) Season Paddy 2Land Preparation Period : Jan. 11 - Jan. 31

1st Irrigation (P2)1. Saturation of Top Soil 150 mm x 0.5 x 0.65 = 49 mm

(Saturation Depth x Porosity x (1 - Soil Moisture)2. Evaporation for 7.5 days 3.7 mm x 7.5 day = 28 mm3. Percolation for 7.5 days 1 mm x 7.5 day = 8 mm4. Standing Water = 40 mm

Sub-Total 125 mm The total amounts of 125mm is planned to be supplied with two times at 63 mm each time on the date of eight and three days before plowing.

2nd Irrigation (P1)1. Evaporation for 6.5 days 3.7 mm x 6.5 day = 24 mm2. Percolation for 6.5 days 1 mm x 6.5 day = 7 mm

Sub-Total 31 mm

3rd Irrigation (P)1. Evaporation for 3.5 days 3.9 mm x 3.5 day = 14 mm2. Percolation for 3.5days 1 mm x 3.5 day = 4 mm

Sub-Total 18 mmTotal 174 mm

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Table A2-7 (1) Water Requirements for Nursery and Land Preparation for Summer (Wet) Season Paddy 1 (Karonga Station)

: Dec. 21- Jan. 10: 10-day(s)

Nursery (N)2/

LandPreparation

(LP) 3/Total

TotalRainfall 4/

% ofEffectiveRainfall 5/

EffectiveRainfall

(mm/10-day) (mm/10-day) (mm/10-day ) (mm/10-day) (mm/10-day) (%) (mm/10-day) (mm/10-day) (lit/sec/ha) 6/

(1) (2) (3) (4)=(2)+(3) (5) (6) (7)=(5)*(6) (8)=(4)-(7) (9)11/Dec.- 20/Dec 43.6 1.5 1.5 50 3 1.5 0 021/Dec.- 30/Dec. 43.6 1.5 91 92.5 50 100 50 42.5 0.84831/Dec.- 10/Jan 40.7 1.4 91 92.4 60.8 100 60.8 31.6 0.631

1/ : Refer to Table A2-4(2)2/ : Nursery Water Requirements = Nursery Areas (5%) x ETo x 0.7 (mm/10-day)3/ : Water Requirements for Land Soaking and Preparation Works (Refer to Table A2-6(1))4/ : Refer to Table A2-4(2)5/ : Percentage of effective rainfall was estimated based on the following criteria; R10 < 10 mm ; 0 %

R10 < (N + LP) x 10 day ; 100 %

R10 > (N + LP) x 10 day ; (N + LP) x 10 day x 100/R10

6/ : (8) /(86.4 x Irrigation Efficiency 0.58)

Table A2-7 (1) Water Requirements for Nursery and Land Preparation for Summer (Wet) Season Paddy 2 (Karonga Station)

: Jan. 11- Jan. 31: 10-day(s)

Nursery (N)2/

LandPreparation

(LP) 3/Total

TotalRainfall 4/

% ofEffectiveRainfall 5/

EffectiveRainfall

(mm/10-day) (mm/10-day) (mm/10-day ) (mm/10-day) (mm/10-day) (%) (mm/10-day) (mm/10-day) (lit/sec/ha) 6/

(1) (2) (3) (4)=(2)+(3) (5) (6) (7)=(5)*(6) (8)=(4)-(7) (9) 1/Jan.- 10/Jan. 40.7 1.4 1.4 62 2.3 1.4 0 011/Jan.- 20/Jan. 40.7 1.4 90 91.4 62 100 62 29.4 0.58721/Jan.- 30/Jan. 40.7 1.4 90 91.4 62 100 62 29.4 0.587

1/ : Refer to Table A2-4 (2)2/ : Nursery Water Requirements = Nursery Areas (5%) x ETo x 0.7 (mm/10-day)3/ : Water Requirements for Land Soaking and Preparation Works (Refer to Table A2-6(2))4/ : Refer to Table A2-4 (2)5/ : Percentage of effective rainfall was estimated based on the following criteria; R10 < 10 mm ; 0 %

R10 < (N + LP) x 10 day ; 100 %

R10 > (N + LP) x 10 day ; (N + LP) x 10 day x 100/R10

6/ : (8) /(86.4 x Irrigation Efficiency 0.58)

Nursery and Land Preparation Water RainfallWater Requirement for

Nursery and LandPreparation Works

Water Requirement forNursery and LandPreparation Works

Rainfall

- Period of Land Preparation Works- Calculation Time Step

Date ETo 1/

- Period of Land Preparation Works- Calculation Time Step

Date ETo 1/

Nursery and Land Preparation Water

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Table A2-7 (2) Crop Water Requirements for Summer Season Paddy 1 under Karonga Station

- Crop : Summer (Wet) Season Paddy 1- Planting Date : Jan. 11/Jan. 31- Calculation Time Step : 10-day(s)- Irrigation Efficency : 58 %- Climatological Data :- Percolation Rate (P) : 1 mm/day

ETo 1/PlantedArea

Crop Kc 2/ ETc P TotalTotal

Rainfall 3/

% ofEffective

Rainfall 4/

EffectiveRainfall

(mm/period) (%) (mm/period) (mm/period) (mm/period) (mm/period) (%) (mm/period) (mm/period) (lit/sec/ha)

(1) (2) (3) (4)=(1)x(3) (5) (6)=(4)+(5) (7) (8) (9)=(7)x(8) (10)=(6)-(9) (11)11/Jan.- 20/Jan. 40.7 100 1.14 46.4 30 76.4 62.0 100.0 62 14.4 0.28721/Jan.- 30/Jan. 40.6 100 1.14 46.28 30 76.28 62.0 100.0 62 14.3 0.28531/Jan.- 9/Feb. 40.6 100 1.15 46.69 30 76.69 66.5 100.0 66.5 10.2 0.20310/Feb.- 19/Feb. 40.6 100 1.18 47.91 30 77.91 67.0 100.0 67 10.9 0.21820/Feb.- 1/Mar. 40.4 100 1.21 48.88 30 78.88 64.7 100.0 64.7 14.2 0.283 2/Mar.-11/Mar. 38.5 100 1.24 47.74 30 77.74 44.0 100.0 44 33.7 0.67312/Mar.- 21/Mar. 38.5 100 1.26 48.51 30 78.51 44.0 100.0 44 34.5 0.68922/Mar.- 31/Mar. 38.5 100 1.26 48.51 30 78.51 44.0 100.0 44 34.5 0.689 1/Apr.- 10/Apr. 42.1 100 1.25 52.63 30 82.63 12.0 100.0 12 70.6 1.40911/Apr.- 20/Apr. 42.1 100 1.2 50.52 30 80.52 12.0 100.0 12 68.5 1.36721/Apr.- 30/Apr. 42.1 100 1.15 48.42 30 78.42 12.0 100.0 12 66.4 1.325 1/May.- 10/May 39.9 100 1.08 43.09 30 73.09 1.0 0.0 0 73.1 1.459

1/ : Refere to Table A2-4 (2) 2/ : Refere to Figure A2-1 (1) 3/ : 10-day rainfall (R10) was estimated based on monthly rainfall in accordance with 10-day periods. 4/ : Percentage of effective rainfall was estimated based on the following criteria; R10 < 10 mm ; 0 % R10 < (P + Eto) x 10 day ; 100 %

Table A2-7 (2) Crop Water Requirements for Summer Season Paddy 2 under Karonga Station

- Crop : Summer (Wet) Season Paddy 2- Planting Date : Feb. 1/Feb. 21- Calculation Time Step : 10-day(s)- Irrigation Efficency : 58 %- Climatological Data :- Percolation Rate : 1 mm/day

ETo 1/PlantedArea

Crop Kc 2/ ETc P TotalTotal

Rainfall

% ofEffectiveRainfall

EffectiveRainfall

(mm/period) (%) (mm/period) (mm/period) (mm/period) (mm/period) (%) (mm/period) (mm/period) (lit/sec/ha)(1) (2) (3) (4)=(1)x(3) (5) (6)=(4)+(5) (7) (8) (9)=(7)x(8) (10)=(6)-(9) (11)

1/Feb.- 10/Feb. 40.6 100 1.14 46.28 30 76.28 54.0 100.0 54 22.3 0.44511/Feb.- 20/Feb. 40.6 100 1.14 46.28 30 76.28 54.0 100.0 54 22.3 0.44521/Feb.- 2/Mar 40.6 100 1.14 46.28 30 76.28 64.4 100.0 64.4 11.9 0.237 3/Mar.- 12/Mar. 38.5 100 1.15 44.28 30 74.28 106.0 45.8 48.5 25.8 0.51413/Mar.- 22/Mar. 38.5 100 1.18 45.43 30 75.43 106.0 45.8 48.5 26.9 0.53723/Mar.- 1/Apr. 38.5 100 1.21 46.59 30 76.59 102.4 47.4 48.5 28.1 0.561 2/Apr.- 11/Apr. 42.1 100 1.24 52.2 30 82.2 70.0 100.0 70 12.2 0.24312/Apr.- 21/Apr. 42.1 100 1.26 53.05 30 83.05 70.0 100.0 70 13.1 0.2622/Apr.- 1/May 42.1 100 1.26 53.05 30 83.05 64.0 100.0 64 19.1 0.38 2/May - 11/May 39.9 100 1.25 49.88 30 79.88 10.0 0.0 0 79.9 1.59412/May- 21/May 39.9 100 1.2 47.88 30 77.88 10.0 0.0 0 77.9 1.55422/May- 31/May 39.9 100 1.15 45.89 30 75.89 10.0 0.0 0 75.9 1.514

FWS 5/

Date

Date

IrrigationRequirement

FWS

Rainfall

CWR

ETo CWR

IrrigationRequirement

ETo

Karonga Station

Karonga Station

Rainfall

R10 > (P + Eto) x 10 day ; (P + Eto) x 10 day x 100/R10 5/ : FWS = Irrigation Requirement (mm/10 day)/(86.4 x Irrigation Efficiency/100)

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Table A2-7 (3) Water Requirements for Nursery and Land Preparation for Summer (Wet) Season Paddy 1 (Nkhotakota Station)

: Dec. 21- Jan. 10: 10-day(s)

Nursery (N)2/

LandPreparation

(LP) 3/Total

TotalRainfall 4/

% ofEffectiveRainfall 5/

EffectiveRainfall

(mm/10-day) (mm/10-day) (mm/10-day ) (mm/10-day) (mm/10-day) (%) (mm/10-day) (mm/10-day) (lit/sec/ha) 6/

(1) (2) (3) (4)=(2)+(3) (5) (6) (7)=(5)*(6) (8)=(4)-(7) (9)11/Dec.- 20/Dec 36.7 1.3 1.3 91 1.4 1.3 0 021/Dec.- 30/Dec. 36.7 1.3 84 85.3 91 93.7 85.3 0 031/Dec.- 10/Jan 31.8 1.1 84 85.1 101.8 83.6 85.1 0 0

1/ : Refer to Table A2-4 (8)2/ : Nursery Water Requirements = Nursery Areas (5%) x ETo x 0.7 (mm/10-day)3/ : Water Requirements for Land Soaking and Preparation Works (Refer to Table A2-6(3))4/ : Refer to Table A2-4 (8)5/ : Percentage of effective rainfall was estimated based on the following criteria; R10 < 10 mm ; 0 %

R10 < (N + LP) x 10 day ; 100 %

R10 > (N + LP) x 10 day ; (N + LP) x 10 day x 100/R10

6/ : (8) /(86.4 x Irrigation Efficiency 0.58)

Table A2-7 (3) Water Requirements for Nursery and Land Preparation for Summer (Wet) Season Paddy 2 (Nkhotakota Station)

: Jan. 11- Jan. 31: 10-day(s)

Nursery (N)2/

LandPreparation

(LP) 3/Total

TotalRainfall 4/

% ofEffectiveRainfall 5/

EffectiveRainfall

(mm/10-day) (mm/10-day) (mm/10-day ) (mm/10-day) (mm/10-day) (%) (mm/10-day) (mm/10-day) (lit/sec/ha) 6/

(1) (2) (3) (4)=(2)+(3) (5) (6) (7)=(5)*(6) (8)=(4)-(7) (9) 1/Jan.- 10/Jan. 31.8 1.1 1.1 103 1.1 1.1 0 011/Jan.- 20/Jan. 31.8 1.1 82 83.1 103 80.7 83.1 0 021/Jan.- 30/Jan. 31.8 1.1 82 83.1 103 80.7 83.1 0 0

1/ : Refer to Table A2-4 (8)2/ : Nursery Water Requirements = Nursery Areas (5%) x ETo x 0.7 (mm/10-day)3/ : Water Requirements for Land Soaking and Preparation Works (Refer to Table A2-6 (4))4/ : Refer to Table A2-4 (8)5/ : Percentage of effective rainfall was estimated based on the following criteria; R10 < 10 mm ; 0 %

R10 < (N + NP) x 10 day ; 100 %

R10 > (N + NP) x 10 day ; (N + Lp) x 10 day x 100/R10

6/ : (8) /(86.4 x Irrigation Efficiency 0.58)

Nursery and Land Preparation Water RainfallWater Requirement for

Nursery and LandPreparation Works

Water Requirement forNursery and LandPreparation Works

Rainfall

- Period of Land Preparation Works- Calculation Time Step

Date ETo 1/

- Period of Land Preparation Works- Calculation Time Step

Date ETo 1/

Nursery and Land Preparation Water

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Table A2-7 (4) Crop Water Requirements for Summer Season Paddy 1 under Nkhotakota Station

- Crop : Summer (Wet) Season Paddy 1- Planting Date : Jan. 11/Jan. 31- Calculation Time Step : 10-day(s)- Irrigation Efficency : 58 %- Climatological Data :- Percolation Rate (P) : 1 mm/day

ETo 1/PlantedArea

Crop Kc 2/ ETc P TotalTotal

Rainfall 3/

% ofEffective

Rainfall 4/

EffectiveRainfall

(mm/period) (%) (mm/period) (mm/period) (mm/period) (mm/period) (%) (mm/period) (mm/period) (lit/sec/ha)

(1) (2) (3) (4)=(1)x(3) (5) (6)=(4)+(5) (7) (8) (9)=(7)x(8) (10)=(6)-(9) (11)11/Jan.- 20/Jan. 31.8 100 1.14 36.25 30 66.25 103.0 40.6 41.8 24.5 0.48821/Jan.- 30/Jan. 31.8 100 1.14 36.25 30 66.25 103.0 40.6 41.8 24.5 0.48831/Jan.- 9/Feb. 35.8 100 1.15 41.17 30 71.17 95.8 47.8 45.8 25.4 0.50610/Feb.- 19/Feb. 36.3 100 1.18 42.83 30 72.83 95.0 48.7 46.3 26.5 0.52920/Feb.- 1/Mar. 36.8 100 1.21 44.53 30 74.53 100.7 46.5 46.8 27.7 0.553 2/Mar.-11/Mar. 41.3 100 1.24 51.21 30 81.21 152.0 33.8 51.3 29.9 0.59712/Mar.- 21/Mar. 41.3 100 1.26 52.04 30 82.04 152.0 33.8 51.3 30.7 0.61322/Mar.- 31/Mar. 41.3 100 1.26 52.04 30 82.04 152.0 33.8 51.3 30.7 0.613 1/Apr.- 10/Apr. 41 100 1.25 51.25 30 81.25 76.0 100.0 76 5.3 0.10511/Apr.- 20/Apr. 41 100 1.2 49.2 30 79.2 76.0 100.0 76 3.2 0.06421/Apr.- 30/Apr. 41 100 1.15 47.15 30 77.15 76.0 100.0 76 1.2 0.023 1/May.- 10/May 49.2 100 1.08 53.14 30 83.14 11.0 100.0 11 72.1 1.44

1/ : Refere to Table A2-4 (8) 2/ : Refere to Figure A2-1 (1) 3/ : 10-day rainfall (R10) was estimated based on monthly rainfall in accordance with 10-day periods. 4/ : Percentage of effective rainfall was estimated based on the following criteria; R10 < 10 mm ; 0 % R10 < (P + Eto) x 10 day ; 100 %

Table A2-7 (4) Crop Water Requirements for Summer Season Paddy 2 under Nkotakota Station

- Crop : Summer (Wet) Season Paddy 2- Planting Date : Feb. 1/Feb. 21- Calculation Time Step : 10-day(s)- Irrigation Efficency : 58 %- Climatological Data :- Percolation Rate : 1 mm/day

ETo 1/PlantedArea

Crop Kc 2/ ETc P TotalTotal

Rainfall

% ofEffectiveRainfall

EffectiveRainfall

(mm/period) (%) (mm/period) (mm/period) (mm/period) (mm/period) (%) (mm/period) (mm/period) (lit/sec/ha)(1) (2) (3) (4)=(1)x(3) (5) (6)=(4)+(5) (7) (8) (9)=(7)x(8) (10)=(6)-(9) (11)

1/Feb.- 10/Feb. 36.3 100 1.14 41.38 30 71.38 95.0 48.7 46.3 25.1 0.511/Feb.- 20/Feb. 36.3 100 1.14 41.38 30 71.38 95.0 48.7 46.3 25.1 0.521/Feb.- 2/Mar 37.3 100 1.14 42.52 30 72.52 106.4 44.5 47.3 25.2 0.503 3/Mar.- 12/Mar. 41.3 100 1.15 47.5 30 77.5 152.0 33.8 51.3 26.2 0.52313/Mar.- 22/Mar. 41.3 100 1.18 48.73 30 78.73 152.0 33.8 51.3 27.4 0.54723/Mar.- 1/Apr. 41.3 100 1.21 49.97 30 79.97 144.4 35.5 51.3 28.7 0.572 2/Apr.- 11/Apr. 41 100 1.24 50.84 30 80.84 76.0 100.0 76 4.8 0.09712/Apr.- 21/Apr. 41 100 1.26 51.66 30 81.66 76.0 100.0 76 5.7 0.11322/Apr.- 1/May 41.8 100 1.26 52.67 30 82.67 69.6 100.0 69.6 13.1 0.261 2/May - 11/May 49.2 100 1.25 61.5 30 91.5 11.0 100.0 11 80.5 1.60612/May- 21/May 49.2 100 1.2 59.04 30 89.04 11.0 100.0 11 78.0 1.55722/May- 31/May 49.2 100 1.15 56.58 30 86.58 11.0 100.0 11 75.6 1.508

Nkhotakota Station

Nkotakota Station

Rainfall

R10 > (P + Eto) x 10 day ; (P + Eto) x 10 day x 100/R10 5/ : FWS = Irrigation Requirement (mm/10 day)/(86.4 x Irrigation Efficiency/100)

Date

Date

IrrigationRequirement

FWS

Rainfall

CWR

ETo CWR

IrrigationRequirement

ETo

FWS 5/

4-115

Page 182: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-7 (5) Water Requirements for Nursery and Land Preparation for Summer (Wet) Season Paddy 1 (Mangochi Station)

: Dec. 21- Jan. 10: 10-day(s)

Nursery (N)2/

LandPreparation

(LP) 3/Total

TotalRainfall 4/

% ofEffectiveRainfall 5/

EffectiveRainfall

(mm/10-day) (mm/10-day) (mm/10-day ) (mm/10-day) (mm/10-day) (%) (mm/10-day) (mm/10-day) (lit/sec/ha) 6/

(1) (2) (3) (4)=(2)+(3) (5) (6) (7)=(5)*(6) (8)=(4)-(7) (9)11/Dec.- 20/Dec 37.8 1.3 1.3 51 2.5 1.3 0 021/Dec.- 30/Dec. 37.8 1.3 87 88.3 51 100 51 37.3 0.74431/Dec.- 10/Jan 35.8 1.1 87 88.1 60.9 100 60.9 27.2 0.543

1/ : Refer to Table A2-4 (14)2/ : Nursery Water Requirements = Nursery Areas (5%) x ETo x 0.7 (mm/10-day)3/ : Water Requirements for Land Soaking and Preparation Works (Refer to Table A2-6 (5))4/ : Refer to Table A2-4 (14)5/ : Percentage of effective rainfall was estimated based on the following criteria; R10 < 10 mm ; 0 %

R10 < (N + LP) x 10 day ; 100 %

R10 > (N + LP) x 10 day ; (N + LP) x 10 day x 100/R10

6/ : (8) /(86.4 x Irrigation Efficiency 0.58)

Table A2-7 (5) Water Requirements for Nursery and Land Preparation for Summer (Wet) Season Paddy 2 (Mangochi Station)

: Jan. 11- Jan. 31: 10-day(s)

Nursery (N)2/

LandPreparation

(LP) 3/Total

TotalRainfall 4/

% ofEffectiveRainfall 5/

EffectiveRainfall

(mm/10-day) (mm/10-day) (mm/10-day ) (mm/10-day) (mm/10-day) (%) (mm/10-day) (mm/10-day) (lit/sec/ha) 6/

(1) (2) (3) (4)=(2)+(3) (5) (6) (7)=(5)*(6) (8)=(4)-(7) (9) 1/Jan.- 10/Jan. 35.8 1.3 1.3 62 2.1 1.3 0 011/Jan.- 20/Jan. 35.8 1.3 86 87.3 62 100 62 25.3 0.50521/Jan.- 30/Jan. 35.8 1.3 86 87.3 62 100 62 25.3 0.505

1/ : Refer to Table A2-4 (14)2/ : Nursery Water Requirements = Nursery Areas (5%) x ETo x 0.7 (mm/10-day)3/ : Water Requirements for Land Soaking and Preparation Works (Refer to Table A2-6 (6))4/ : Refer to Table A2-4 (14)5/ : Percentage of effective rainfall was estimated based on the following criteria; R10 < 10 mm ; 0 %

R10 < (N + NP) x 10 day ; 100 %

R10 > (N + NP) x 10 day ; (N + Lp) x 10 day x 100/R10

6/ : (8) /(86.4 x Irrigation Efficiency 0.58)

ETo 1/

- Period of Land Preparation Works- Calculation Time Step

Date ETo 1/

Nursery and Land Preparation Water

Nursery and Land Preparation Water RainfallWater Requirement for

Nursery and LandPreparation Works

Water Requirement forNursery and LandPreparation Works

Rainfall

- Period of Land Preparation Works- Calculation Time Step

Date

4-116

Page 183: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-7 (6) Crop Water Requirements for Summer Season Paddy 1 under Mangochi Station

- Crop : Summer (Wet) Season Paddy 1- Planting Date : Jan. 11/Jan. 31- Calculation Time Step : 10-day(s)- Irrigation Efficency : 58 %- Climatological Data :- Percolation Rate (P) : 1 mm/day

ETo 1/PlantedArea

Crop Kc 2/ ETc P TotalTotal

Rainfall 3/

% ofEffective

Rainfall 4/

EffectiveRainfall

(mm/period) (%) (mm/period) (mm/period) (mm/period) (mm/period) (%) (mm/period) (mm/period) (lit/sec/ha)

(1) (2) (3) (4)=(1)x(3) (5) (6)=(4)+(5) (7) (8) (9)=(7)x(8) (10)=(6)-(9) (11)11/Jan.- 20/Jan. 35.8 100 1.14 40.81 30 70.81 62.0 100.0 62 8.8 0.17621/Jan.- 30/Jan. 35.8 100 1.14 40.81 30 70.81 62.0 100.0 62 8.8 0.17631/Jan.- 9/Feb. 38.3 100 1.15 44.05 30 74.05 66.5 100.0 66.5 7.6 0.15110/Feb.- 19/Feb. 38.6 100 1.18 45.55 30 75.55 67.0 100.0 67 8.6 0.17120/Feb.- 1/Mar. 39.2 100 1.21 47.43 30 77.43 64.7 100.0 64.7 12.7 0.254 2/Mar.-11/Mar. 44.8 100 1.24 55.55 30 85.55 44.0 100.0 44 41.6 0.82912/Mar.- 21/Mar. 44.8 100 1.26 56.45 30 86.45 44.0 100.0 44 42.5 0.84722/Mar.- 31/Mar. 44.8 100 1.26 56.45 30 86.45 44.0 100.0 44 42.5 0.847 1/Apr.- 10/Apr. 48.4 100 1.25 60.5 30 90.5 12.0 100.0 12 78.5 1.56611/Apr.- 20/Apr. 48.4 100 1.2 58.08 30 88.08 12.0 100.0 12 76.1 1.51821/Apr.- 30/Apr. 48.4 100 1.15 55.66 30 85.66 12.0 100.0 12 73.7 1.47 1/May.- 10/May 49.9 100 1.08 53.89 30 83.89 1.0 0.0 0 83.9 1.674

1/ : Refere to Table A2-4 (14) 2/ : Refere to Figure A2-1 (1) 3/ : 10-day rainfall (R10) was estimated based on monthly rainfall in accordance with 10-day periods. 4/ : Percentage of effective rainfall was estimated based on the following criteria; R10 < 10 mm ; 0 % R10 < (P + Eto) x 10 day ; 100 %

Table A2-7 (6) Crop Water Requirements for Summer Season Paddy 2 Under Mangochi Station

- Crop : Summer (Wet) Season Paddy 2- Planting Date : Feb. 1/Feb. 21- Calculation Time Step : 10-day(s)- Irrigation Efficency : 58 %- Climatological Data :- Percolation Rate : 1 mm/day

ETo 1/PlantedArea

Crop Kc 2/ ETc P TotalTotal

Rainfall

% ofEffectiveRainfall

EffectiveRainfall

(mm/period) (%) (mm/period) (mm/period) (mm/period) (mm/period) (%) (mm/period) (mm/period) (lit/sec/ha)(1) (2) (3) (4)=(1)x(3) (5) (6)=(4)+(5) (7) (8) (9)=(7)x(8) (10)=(6)-(9) (11)

1/Feb.- 10/Feb. 38.6 100 1.14 44 30 74 67.0 100.0 67 7.0 0.1411/Feb.- 20/Feb. 38.6 100 1.14 44 30 74 67.0 100.0 67 7.0 0.1421/Feb.- 2/Mar 39.8 100 1.14 45.37 30 75.37 62.4 100.0 62.4 13.0 0.259 3/Mar.- 12/Mar. 44.8 100 1.15 51.52 30 81.52 44.0 100.0 44 37.5 0.74913/Mar.- 22/Mar. 44.8 100 1.18 52.86 30 82.86 44.0 100.0 44 38.9 0.77523/Mar.- 1/Apr. 45.2 100 1.21 54.69 30 84.69 40.8 100.0 40.8 43.9 0.876 2/Apr.- 11/Apr. 48.4 100 1.24 60.02 30 90.02 12.0 100.0 12 78.0 1.55712/Apr.- 21/Apr. 48.4 100 1.26 60.98 30 90.98 12.0 100.0 12 79.0 1.57622/Apr.- 1/May 48.6 100 1.26 61.24 30 91.24 10.9 100.0 10.9 80.3 1.603 2/May - 11/May 49.9 100 1.25 62.38 30 92.38 1.0 0.0 0 92.4 1.84312/May- 21/May 49.9 100 1.2 59.88 30 89.88 1.0 0.0 0 89.9 1.79422/May- 31/May 49.9 100 1.15 57.39 30 87.39 1.0 0.0 0 87.4 1.744

Mangochi Station

Mangochi Station

Rainfall

R10 > (P + Eto) x 10 day ; (P + Eto) x 10 day x 100/R10 5/ : FWS = Irrigation Requirement (mm/10 day)/(86.4 x Irrigation Efficiency/100)

Date

Date

IrrigationRequirement

FWS

Rainfall

CWR

ETo CWR

IrrigationRequirement

ETo

FWS 5/

4-117

Page 184: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-7 (7) Water Requirements for Nursery and Land Preparation for Summer (Wet) Season Paddy 1 (Mulanje Station)

: Dec. 21- Jan. 10: 10-day(s)

Nursery (N)2/

LandPreparation

(LP) 3/Total

TotalRainfall 4/

% ofEffectiveRainfall 5/

EffectiveRainfall

(mm/10-day) (mm/10-day) (mm/10-day ) (mm/10-day) (mm/10-day) (%) (mm/10-day) (mm/10-day) (lit/sec/ha) 6/

(1) (2) (3) (4)=(2)+(3) (5) (6) (7)=(5)*(6) (8)=(4)-(7) (9)11/Dec.- 20/Dec 41.7 1.5 1.5 93 1.6 1.5 0 021/Dec.- 30/Dec. 41.7 1.5 90 91.5 93 98.4 91.5 0 031/Dec.- 10/Jan 40.8 1.4 90 91.4 102 89.6 91.4 0 0

1/ : Refer to Table A2-4 (16)2/ : Nursery Water Requirements = Nursery Areas (5%) x ETo x 0.7 (mm/10-day)3/ : Water Requirements for Land Soaking and Preparation Works (Refer to Table A2-6(7))4/ : Refer to Table A2-4 (16)5/ : Percentage of effective rainfall was estimated based on the following criteria; R10 < 10 mm ; 0 %

R10 < (N + LP) x 10 day ; 100 %

R10 > (N + LP) x 10 day ; (N + LP) x 10 day x 100/R10

6/ : (8) /(86.4 x Irrigation Efficiency 0.58)

Table A2-7 (7) Water Requirements for Nursery and Land Preparation for Summer (Wet) Season Paddy 2 (Mulanje Station)

: Jan. 11- Jan. 31: 10-day(s)

Nursery (N)2/

LandPreparation

(LP) 3/Total

TotalRainfall 4/

% ofEffectiveRainfall 5/

EffectiveRainfall

(mm/10-day) (mm/10-day) (mm/10-day ) (mm/10-day) (mm/10-day) (%) (mm/10-day) (mm/10-day) (lit/sec/ha) 6/

(1) (2) (3) (4)=(2)+(3) (5) (6) (7)=(5)*(6) (8)=(4)-(7) (9) 1/Jan.- 10/Jan. 41.8 1.5 1.5 103 1.5 1.5 0 011/Jan.- 20/Jan. 41.8 1.5 90 91.5 103 88.8 91.5 0 021/Jan.- 30/Jan. 41.8 1.5 90 91.5 103 88.8 91.5 0 0

1/ : Refer to Table A2-4 (16)2/ : Nursery Water Requirements = Nursery Areas (5%) x ETo x 0.7 (mm/10-day)3/ : Water Requirements for Land Soaking and Preparation Works (Refer to Table A2-6(8))4/ : Refer to Table A2-4 (16)5/ : Percentage of effective rainfall was estimated based on the following criteria; R10 < 10 mm ; 0 %

R10 < (N + NP) x 10 day ; 100 %

R10 > (N + NP) x 10 day ; (N + Lp) x 10 day x 100/R10

6/ : (8) /(86.4 x Irrigation Efficiency 0.58)

Nursery and Land Preparation Water RainfallWater Requirement for

Nursery and LandPreparation Works

Water Requirement forNursery and LandPreparation Works

Rainfall

- Period of Land Preparation Works- Calculation Time Step

Date ETo 1/

- Period of Land Preparation Works- Calculation Time Step

Date ETo 1/

Nursery and Land Preparation Water

4-118

Page 185: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-7 (8) Crop Water Requirements for Summer Season Paddy 1 under Mulanje Station

- Crop : Summer (Wet) Season Paddy 1- Planting Date : Jan. 11/Jan. 31- Calculation Time Step : 10-day(s)- Irrigation Efficency : 58 %- Climatological Data :- Percolation Rate (P) : 1 mm/day

ETo 1/PlantedArea

Crop Kc 2/ ETc P TotalTotal

Rainfall 3/

% ofEffective

Rainfall 4/

EffectiveRainfall

(mm/period) (%) (mm/period) (mm/period) (mm/period) (mm/period) (%) (mm/period) (mm/period) (lit/sec/ha)

(1) (2) (3) (4)=(1)x(3) (5) (6)=(4)+(5) (7) (8) (9)=(7)x(8) (10)=(6)-(9) (11)11/Jan.- 20/Jan. 40.8 100 1.14 46.51 30 76.51 103.0 49.3 50.8 25.7 0.51321/Jan.- 30/Jan. 40.8 100 1.14 46.51 30 76.51 103.0 49.3 50.8 25.7 0.51331/Jan.- 9/Feb. 40.2 100 1.15 46.23 30 76.23 112.0 44.8 50.2 26.0 0.51910/Feb.- 19/Feb. 40.1 100 1.18 47.32 30 77.32 113.0 44.3 50.1 27.2 0.54320/Feb.- 1/Mar. 39.5 100 1.21 47.8 30 77.8 112.7 43.9 49.5 28.3 0.565 2/Mar.-11/Mar. 34.3 100 1.24 42.53 30 72.53 110.0 40.3 44.3 28.2 0.56312/Mar.- 21/Mar. 34.3 100 1.26 43.22 30 73.22 110.0 40.3 44.3 28.9 0.57722/Mar.- 31/Mar. 34.3 100 1.26 43.22 30 73.22 110.0 40.3 44.3 28.9 0.577 1/Apr.- 10/Apr. 32.4 100 1.25 40.5 30 70.5 57.0 100.0 57 13.5 0.26911/Apr.- 20/Apr. 32.4 100 1.2 38.88 30 68.88 57.0 100.0 57 11.9 0.23721/Apr.- 30/Apr. 32.4 100 1.15 37.26 30 67.26 57.0 100.0 57 10.3 0.205 1/May.- 10/May 26.4 100 1.08 28.51 30 58.51 23.0 100.0 23 35.5 0.709

1/ : Refere to Table A2-4 (16) 2/ : Refere to Figure A2-1 (1) 3/ : 10-day rainfall (R10) was estimated based on monthly rainfall in accordance with 10-day periods. 4/ : Percentage of effective rainfall was estimated based on the following criteria; R10 < 10 mm ; 0 % R10 < (P + Eto) x 10 day ; 100 %

Table A2-7 (8) Crop Water Requirements for Summer Season Paddy 2 under Mulanje Station

- Crop : Summer (Wet) Season Paddy 2- Planting Date : Feb. 1/Feb. 21- Calculation Time Step : 10-day(s)- Irrigation Efficency : 58 %- Climatological Data :- Percolation Rate : 1 mm/day

ETo 1/PlantedArea

Crop Kc 2/ ETc P TotalTotal

Rainfall

% ofEffectiveRainfall

EffectiveRainfall

(mm/period) (%) (mm/period) (mm/period) (mm/period) (mm/period) (%) (mm/period) (mm/period) (lit/sec/ha)(1) (2) (3) (4)=(1)x(3) (5) (6)=(4)+(5) (7) (8) (9)=(7)x(8) (10)=(6)-(9) (11)

1/Feb.- 10/Feb. 40.1 100 1.14 45.71 30 75.71 113.0 44.3 50.1 25.6 0.51111/Feb.- 20/Feb. 40.1 100 1.14 45.71 30 75.71 113.0 44.3 50.1 25.6 0.51121/Feb.- 2/Mar 38.9 100 1.14 44.35 30 74.35 112.4 43.5 48.9 25.5 0.508 3/Mar.- 12/Mar. 34.3 100 1.15 39.45 30 69.45 110.0 40.3 44.3 25.2 0.50213/Mar.- 22/Mar. 34.3 100 1.18 40.47 30 70.47 110.0 40.3 44.3 26.2 0.52223/Mar.- 1/Apr. 34.1 100 1.21 41.26 30 71.26 104.7 42.1 44.1 27.2 0.542 2/Apr.- 11/Apr. 32.4 100 1.24 40.18 30 70.18 57.0 100.0 57 13.2 0.26312/Apr.- 21/Apr. 32.4 100 1.26 40.82 30 70.82 57.0 100.0 57 13.8 0.27622/Apr.- 1/May 31.8 100 1.26 40.07 30 70.07 53.6 100.0 53.6 16.5 0.329 2/May - 11/May 26.4 100 1.25 33 30 63 23.0 100.0 23 40.0 0.79812/May- 21/May 26.4 100 1.2 31.68 30 61.68 23.0 100.0 23 38.7 0.77222/May- 31/May 26.4 100 1.15 30.36 30 60.36 23.0 100.0 23 37.4 0.746

Mulanje Station

Mulanje Station

Rainfall

R10 > (P + Eto) x 10 day ; (P + Eto) x 10 day x 100/R10 5/ : FWS = Irrigation Requirement (mm/10 day)/(86.4 x Irrigation Efficiency/100)

Date

Date

IrrigationRequirement

FWS

Rainfall

CWR

ETo CWR

IrrigationRequirement

ETo

FWS 5/

4-119

Page 186: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-7 (9) Water Requirements for Nursery and Land Preparation for Summer (Wet) Season Paddy 1 (Bvumbwee Station)

: Dec. 21- Jan. 10: 10-day(s)

Nursery (N)2/

LandPreparation

(LP) 3/Total

TotalRainfall 4/

% ofEffectiveRainfall 5/

EffectiveRainfall

(mm/10-day) (mm/10-day) (mm/10-day ) (mm/10-day) (mm/10-day) (%) (mm/10-day) (mm/10-day) (lit/sec/ha) 6/

(1) (2) (3) (4)=(2)+(3) (5) (6) (7)=(5)*(6) (8)=(4)-(7) (9)11/Dec.- 20/Dec 36.4 1.3 1.3 74 0.8 0.6 0.7 0.01421/Dec.- 30/Dec. 36.4 1.3 87 88.3 74 100 74 14.3 0.28531/Dec.- 10/Jan 37.1 1.3 87 88.3 85.7 100 85.7 2.6 0.052

1/ : Refer to Table A2-4 (17)2/ : Nursery Water Requirements = Nursery Areas (5%) x ETo x 0.7 (mm/10-day)3/ : Water Requirements for Land Soaking and Preparation Works (Refer to Table A2-6(9))4/ : Refer to Table A2-4 (17)5/ : Percentage of effective rainfall was estimated based on the following criteria; R10 < 10 mm ; 0 %

R10 < (N + LP) x 10 day ; 100 %

R10 > (N + LP) x 10 day ; (N + LP) x 10 day x 100/R10

6/ : (8) /(86.4 x Irrigation Efficiency 0.58)

Table A2-7 (9) Water Requirements for Nursery and Land Preparation for Summer (Wet) Season Paddy 2 (Bvumbwe Station)

: Jan. 11- Jan. 31: 10-day(s)

Nursery (N)2/

LandPreparation

(LP) 3/Total

TotalRainfall 4/

% ofEffectiveRainfall 5/

EffectiveRainfall

(mm/10-day) (mm/10-day) (mm/10-day ) (mm/10-day) (mm/10-day) (%) (mm/10-day) (mm/10-day) (lit/sec/ha) 6/

(1) (2) (3) (4)=(2)+(3) (5) (6) (7)=(5)*(6) (8)=(4)-(7) (9) 1/Jan.- 10/Jan. 37.1 1.3 1.3 87 1.5 1.3 0 011/Jan.- 20/Jan. 37.1 1.3 87 88.3 87 100 87 1.3 0.02621/Jan.- 30/Jan. 37.1 1.3 87 88.3 87 100 87 1.3 0.026

1/ : Refer to Table A2-4 (17)2/ : Nursery Water Requirements = Nursery Areas (5%) x ETo x 0.7 (mm/10-day)3/ : Water Requirements for Land Soaking and Preparation Works (Refer to Table A2-6(10))4/ : Refer to Table A2-4 (17)5/ : Percentage of effective rainfall was estimated based on the following criteria; R10 < 10 mm ; 0 %

R10 < (N + NP) x 10 day ; 100 %

R10 > (N + NP) x 10 day ; (N + Lp) x 10 day x 100/R10

6/ : (8) /(86.4 x Irrigation Efficiency 0.58)

Nursery and Land Preparation Water RainfallWater Requirement for

Nursery and LandPreparation Works

Water Requirement forNursery and LandPreparation Works

Rainfall

- Period of Land Preparation Works- Calculation Time Step

Date ETo 1/

- Period of Land Preparation Works- Calculation Time Step

Date ETo 1/

Nursery and Land Preparation Water

4-120

Page 187: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table A2-7 (10) Crop Water Requirements for Summer Season Paddy 1 under Bvumbwe Station

- Crop : Summer (Wet) Season Paddy 1- Planting Date : Jan. 11/Jan. 31- Calculation Time Step : 10-day(s)- Irrigation Efficency : 58 %- Climatological Data :- Percolation Rate (P) : 1 mm/day

ETo 1/PlantedArea

Crop Kc 2/ ETc P TotalTotal

Rainfall 3/

% ofEffective

Rainfall 4/

EffectiveRainfall

(mm/period) (%) (mm/period) (mm/period) (mm/period) (mm/period) (%) (mm/period) (mm/period) (lit/sec/ha)

(1) (2) (3) (4)=(1)x(3) (5) (6)=(4)+(5) (7) (8) (9)=(7)x(8) (10)=(6)-(9) (11)11/Jan.- 20/Jan. 37.1 100 1.14 42.29 30 72.29 87.0 54.1 47.1 25.2 0.50321/Jan.- 30/Jan. 37.1 100 1.14 42.29 30 72.29 87.0 54.1 47.1 25.2 0.50331/Jan.- 9/Feb. 36.1 100 1.15 41.52 30 71.52 87.9 52.4 46.1 25.4 0.50710/Feb.- 19/Feb. 36 100 1.18 42.48 30 72.48 88.0 52.3 46 26.5 0.52820/Feb.- 1/Mar. 36 100 1.21 43.56 30 73.56 85.7 53.7 46 27.6 0.55 2/Mar.-11/Mar. 35.6 100 1.24 44.14 30 74.14 65.0 100.0 65 9.1 0.18212/Mar.- 21/Mar. 35.6 100 1.26 44.86 30 74.86 65.0 100.0 65 9.9 0.19722/Mar.- 31/Mar. 35.6 100 1.26 44.86 30 74.86 65.0 100.0 65 9.9 0.197 1/Apr.- 10/Apr. 32.4 100 1.25 40.5 30 70.5 28.0 100.0 28 42.5 0.84811/Apr.- 20/Apr. 32.4 100 1.2 38.88 30 68.88 28.0 100.0 28 40.9 0.81621/Apr.- 30/Apr. 32.4 100 1.15 37.26 30 67.26 28.0 100.0 28 39.3 0.783 1/May.- 10/May 27.8 100 1.08 30.02 30 60.02 7.0 0.0 0 60.0 1.198

1/ : Refere to Table A2-4 (17) 2/ : Refere to Figure A2-4 (1) 3/ : 10-day rainfall (R10) was estimated based on monthly rainfall in accordance with 10-day periods. 4/ : Percentage of effective rainfall was estimated based on the following criteria; R10 < 10 mm ; 0 % R10 < (P + Eto) x 10 day ; 100 %

Table A2-7 (10) Crop Water Requirements for Summer Season Paddy 2 under Bvumbwe Station

- Crop : Summer (Wet) Season Paddy 2- Planting Date : Feb. 1/Feb. 21- Calculation Time Step : 10-day(s)- Irrigation Efficency : 58 %- Climatological Data :- Percolation Rate : 1 mm/day

ETo 1/PlantedArea

Crop Kc 2/ ETc P TotalTotal

Rainfall

% ofEffectiveRainfall

EffectiveRainfall

(mm/period) (%) (mm/period) (mm/period) (mm/period) (mm/period) (%) (mm/period) (mm/period) (lit/sec/ha)(1) (2) (3) (4)=(1)x(3) (5) (6)=(4)+(5) (7) (8) (9)=(7)x(8) (10)=(6)-(9) (11)

1/Feb.- 10/Feb. 36 100 1.14 41.04 30 71.04 88.0 52.3 46 25.0 0.511/Feb.- 20/Feb. 36 100 1.14 41.04 30 71.04 88.0 52.3 46 25.0 0.521/Feb.- 2/Mar 35.9 100 1.14 40.93 30 70.93 83.4 55.0 45.9 25.0 0.499 3/Mar.- 12/Mar. 35.6 100 1.15 40.94 30 70.94 65.0 100.0 65 5.9 0.11913/Mar.- 22/Mar. 35.6 100 1.18 42.01 30 72.01 65.0 100.0 65 7.0 0.1423/Mar.- 1/Apr. 35.3 100 1.21 42.71 30 72.71 61.3 100.0 61.3 11.4 0.228 2/Apr.- 11/Apr. 32.4 100 1.24 40.18 30 70.18 28.0 100.0 28 42.2 0.84212/Apr.- 21/Apr. 32.4 100 1.26 40.82 30 70.82 28.0 100.0 28 42.8 0.85422/Apr.- 1/May 31.9 100 1.26 40.19 30 70.19 25.9 100.0 25.9 44.3 0.884 2/May - 11/May 27.8 100 1.25 34.75 30 64.75 7.0 0.0 0 64.8 1.29212/May- 21/May 27.8 100 1.2 33.36 30 63.36 7.0 0.0 0 63.4 1.26422/May- 31/May 27.8 100 1.15 31.97 30 61.97 7.0 0.0 0 62.0 1.237

Bvumbwe Station

Bvumbwe Station

Rainfall

R10 > (P + Eto) x 10 day ; (P + Eto) x 10 day x 100/R10 5/ : FWS = Irrigation Requirement (mm/10 day)/(86.4 x Irrigation Efficiency/100)

Date

Date

IrrigationRequirement

FWS

Rainfall

CWR

ETo CWR

IrrigationRequirement

ETo

FWS 5/

4-121

Page 188: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Tab

le A

2-8(1

)

Irr

igat

ion W

ater

Supply

for

Dry

Seas

on C

rops

at E

ach V

erificat

ion S

ite

Dat

eIrriga

tion H

our

Irri. In

t.D

ate

Irriga

tion H

our

Irri. In

t.D

ate

Irriga

tion H

our

Irri. In

t.D

ate

Irriga

tion H

our

Irri. In

t.D

ate

Irriga

tion H

our

Irri. In

t.D

ate

Irriga

tion H

our

Irri. In

t.D

ate

Irriga

tion H

our

Irri. In

t.

1 B

eth

ani-

A M

aize

5/1

6 h

r 2

tim

e/w

5/22

4 h

r 2

tim

e/w

6/5

6 h

r 1

tim

e/w

6/18

8-10hr/

0.7

ha

1 t

ime/w

7/2

3 h

r/0.1

ha

2 t

ime/w

7/16

12hr/

0.8

ha

1tim

e/2w

7/30

2hr/

0.1

ha

1 t

ime/w

Bean

s

Tom

ato

Irish

Pota

to

Onio

n

Beth

ani-

B M

aize

not

use

d5/22

4 h

r2 t

ime/w

6/5

3-4 h

r2 t

ime/w

6/18

6 h

r1 t

ime/w

7/2

6 h

r1 t

ime/w

7/16

6 h

r1 t

ime/w

7/30

8 h

r/1 h

a,0.5

hr/

0.0

5 h

a

Bean

s6/5

3-4 h

r2 t

ime/w

6/18

6 h

r1 t

ime/w

7/2

6 h

r1 t

ime/w

7/16

6 h

r1 t

ime/w

7/30

Tom

ato

Irish

Pota

to

Onio

n

Unpl

ante

d la

nd

whole

day

/0.4

ha

2 M

anth

a M

aize

5/21

not

use

d6/4

3 h

rnone

6/19

3 h

r7/3

3 h

rnot

defined

7/17

no p

atte

rnfo

llow

ed

no p

atte

rnfo

llow

ed

7/31

not

irriga

tion

not

irriga

tion

8/14

not

irriga

tion

not

irriga

tion

Cab

bage

Tom

ato

6/4

3 h

rnone

6/19

3 h

r7/3

3 h

rda

ily7/17

no p

atte

rnfo

llow

ed

no p

atte

rnfo

llow

ed

7/31

no p

atte

rnfo

llow

ed

no p

atte

rnfo

llow

ed

8/14

no p

atte

rnfo

llow

ed

no p

atte

rnfo

llow

ed

Must

ard

6/4

3 h

rnone

6/19

3 h

rda

ily7/3

3 h

rda

ily7/17

no p

atte

rnfo

llow

ed

no p

atte

rnfo

llow

ed

7/31

no p

atte

rnfo

llow

ed

no p

atte

rnfo

llow

ed

8/14

no p

atte

rnfo

llow

ed

no p

atte

rnfo

llow

ed

3 C

hiw

oza

Dam

Mai

ze5/20

9hr

1 t

ime/w

6/3

9 h

r1 t

ime/w

6/17

3-9 h

r1 t

ime/w

7/1

4,7

hr

1 t

ime/w

7/15

6 h

r1 t

ime /

2 w

7/29

9.5

hr

1 t

ime /

2 w

8/12

8-10 h

r1 t

ime /

2 w

Pap

rika

6/3

12 h

r1 t

ime/w

6/17

2-6 h

r1 t

ime/w

7/1

4,1

2 h

r1 t

ime/w

7/15

8 h

r1 t

ime /

2 w

7/29

10 h

r1 t

ime /

2 w

8/12

8-10 h

r1 t

ime /

2 w

Cab

bage

6/17

9 h

r1 t

ime/w

7/1

4,1

2 h

r1 t

ime/w

7/15

8 h

r1 t

ime /

2 w

7/29

10 h

r1 t

ime /

2 w

8/12

8-10 h

r1 t

ime /

2 w

Tom

ato

6/3

12 h

r1 t

ime/w

6/17

2-6 h

r1 t

ime/w

7/1

4,1

2 h

r1 t

ime/w

7/15

8 h

r1 t

ime /

2 w

7/29

8/12

8-10 h

r1 t

ime /

2 w

Vege

tabl

es

6/3

12 h

r1 t

ime/w

6/17

2-6 h

r1 t

ime/w

7/1

4,1

2 h

r1 t

ime/w

7/15

4 h

r/0.0

3ha

1 t

ime /

2 w

7/29

8/12

1 h

r1 t

ime/w

4 K

achere

Mai

ze5/19

no irr

igat

ion

6/2

no irr

igat

ion

6/30

no irr

igat

ion

7/14

no irr

igat

ion

7/28

no irr

igat

ion

8/11

no irr

igat

ion

8/28

1hr/

0.0

14 h

a2hr/

025ha

4.5

hr/

0.0

6 h

a1 t

ime/w

Cab

bage

Tom

ato

5 T

ituku

lane

Mai

ze5/15

mis

sing*

1 t

ime/w

28-M

ay2 h

r2 t

ime/w

6/11

0.5

hr

2 t

ime/w

6/25

mis

sing*

mis

sing*

7/10

mis

sing*

2 t

ime/w

7/23

0.5

hr

2 t

ime/w

on

trai

nin

gpl

ot,irre

gula

rth

e r

est

of

schem

e.

8/6

30 m

in.o

thers

without

patt

ern

.

2 t

ime/w

on

trai

nin

gpl

ot,irre

gula

rth

e r

est

of

schem

e.

Tom

ato

5/15

mis

sing*

1 t

ime/w

5/28

2 h

r2 t

ime/w

6/11

30 m

in2 t

ime/w

6/25

mis

sing*

mis

sing*

7/10

mis

sing*

2 t

ime/w

7/23

0.5

hr

2 t

ime/w

on

trai

nin

gpl

ot,irre

gula

rth

e r

est

of

schem

e.

8/6

30 m

in.o

thers

without

patt

ern

.

2 t

ime/w

on

trai

nin

gpl

ot,irre

gula

rth

e r

est

of

schem

e.

Car

rot

Cab

bage

1st

Surv

ey

2nd

Surv

ey

Verificat

ion S

ites

7th

Surv

ey

3rd

Surv

ey

4th

Surv

ey

5th

Surv

ey

6th

Surv

ey

Cro

ps

4-122

Page 189: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Dat

eIrriga

tion H

our

Irri. In

t.D

ate

Irriga

tion H

our

Irri. In

t.D

ate

Irriga

tion H

our

Irri. In

t.D

ate

Irriga

tion H

our

Irri. In

t.D

ate

Irriga

tion H

our

Irri. In

t.D

ate

Irriga

tion H

our

Irri. In

t.D

ate

Irriga

tion H

our

Irri. In

t.

1st

Surv

ey

2nd

Surv

ey

Verificat

ion S

ites

7th

Surv

ey

3rd

Surv

ey

4th

Surv

ey

5th

Surv

ey

6th

Surv

ey

Cro

ps

Peac

hes

5/15

mis

sing*

1 t

ime/w

5/28

2 h

r2 t

ime/w

6/11

30 m

in2 t

ime/w

6/25

mis

sing*

mis

sing*

7/10

mis

sing*

2 t

ime/w

7/23

0.5

hr

2 t

ime/w

on

trai

nin

gpl

ot,irre

gula

rth

e r

est

of

schem

e.

8/6

30 m

in.o

thers

without

patt

ern

.

2 t

ime/w

on

trai

nin

gpl

ot,irre

gula

rth

e r

est

of

schem

e.

Vege

tabl

es

5/15

mis

sing*

1 t

ime/w

28-M

ay2 h

r2 t

ime/w

6/11

0.5

hr

2 t

ime/w

6/25

mis

sing*

mis

sing*

7/10

mis

sing*

2 t

ime/w

7/23

0.5

hr

2 t

ime/w

on

trai

nin

gpl

ot,irre

gula

rth

e r

est

of

schem

e.

8/6

30 m

in.o

thers

without

patt

ern

.

2 t

ime/w

on

trai

nin

gpl

ot,irre

gula

rth

e r

est

of

schem

e.

Peas

6/11

0.5

hr

2 t

ime/w

6/25

mis

sing*

mis

sing*

7/10

mis

sing*

2 t

ime/w

7/23

30 m

in

2 t

ime/w

on

trai

nin

gpl

ot,irre

gula

rth

e r

est

of

schem

e.

8/6

30 m

in.o

thers

without

patt

ern

.

2 t

ime/w

on

trai

nin

gpl

ot,irre

gula

rth

e r

est

of

schem

e.

Irish

pota

toes

7/23

30 m

in

2 t

ime/w

on

trai

nin

gpl

ot,irre

gula

rth

e r

est

of

schem

e.

8/6

30 m

in.o

thers

without

patt

ern

.

2 t

ime/w

on

trai

nin

gpl

ot,irre

gula

rth

e r

est

of

schem

e.

6 C

has

eta

Mai

ze5/14

no irr

igat

ion

29-M

ayno irr

igat

ion

6/12

no irr

igat

ion

7/11

no irr

igat

ion

7/24

no irr

igat

ion

8/7

no irr

igat

ion

8/21

no irr

igat

ion

Bean

s

Cab

bage

Tom

ato

7 B

awi

Mai

ze5/12

3 h

r(w

eir #

7)

1 t

ime/w

(we

5/26

2 h

r(bo

th w

eirs1

tim

e/w

6/9

3 h

r(w

eir #

5)

1 h

r(w

eir #

7)

1 t

ime/w

6/23

mis

sing*

mis

sing*

7/8

3-4 h

r(# 5

and

7 w

eirs)

1 t

ime/w

7/22

2 h

r (w

eir# 5

) 2

-4 h

r (w

eir #

7)

1 t

ime/w

8/4

2 h

r (w

eir# 5

) 2

-4 h

r(w

eir #

7)

1 t

ime/w

Cab

bage

5/26

2 h

r(bo

th w

eirs1

tim

e/w

6/9

3 h

r(w

eir #

5)

1 h

r(w

eir #

7)

1 t

ime/w

6/23

mis

sing*

mis

sing*

7/8

3-4 h

r(# 5

and

7 w

eirs)

1 t

ime/w

7/22

2 h

r (w

eir# 5

) 2

-4 h

r (w

eir #

7)

1 t

ime/w

8/4

2 h

r (w

eir# 5

) 2

-4 h

r(w

eir #

7)

1 t

ime/w

Tom

ato

5/26

2 h

r(bo

th w

eirs1

tim

e/w

6/9

3 h

r(w

eir #

5)

1 h

r(w

eir #

7)

1 t

ime/w

6/23

mis

sing*

mis

sing*

7/8

3-4 h

r(# 5

and

7 w

eirs)

1 t

ime/w

7/22

2 h

r (w

eir# 5

) 2

-4 h

r (w

eir #

7)

1 t

ime/w

8/4

2 h

r (w

eir# 5

) 2

-4 h

r(w

eir #

7)

1 t

ime/w

Must

ard

5/26

2 h

r(bo

th w

eirs1

tim

e/w

6/9

3 h

r(w

eir #

5)

1 h

r(w

eir #

7)

1 t

ime/w

mis

sing*

Onio

n5/26

2 h

r(bo

th w

eirs1

tim

e/w

6/9

3 h

r(w

eir #

5)

1 h

r(w

eir #

7)

1 t

ime/w

6/23

mis

sing*

mis

sing*

7/8

3-4 h

r(# 5

and

7 w

eirs)

1 t

ime/w

7/22

2 h

r (w

eir# 5

) 2

-4 h

r (w

eir #

7)

1 t

ime/w

8/4

2 h

r (w

eir# 5

) 2

-4 h

r(w

eir #

7)

1 t

ime/w

Cas

sava

Sw

eet

pota

to5/26

2 h

r(bo

th w

eirs1

tim

e/w

Mill

et

8 C

hib

wan

a P

addy

Ric

e5/13

no irr

igat

ion

5/27

no irr

igat

ion

6/10

no irr

igat

ion

6/24

no irr

igat

ion

mis

sing

7/9

no irr

igat

ion

7/21

no irr

igat

ion

Mai

ze8/5

use

d bu

t not

defined

not

yet

Tom

ato

Note

: Irr

i. H

r : Irriga

tion H

ours

(hr)

Irri. In

t. : Irriga

tion Inte

rval

(tim

e/w

eek)

A

ve. Irri. H

r : A

vera

ge Irr

igat

ion H

ours

(hr/

0.1

ha)

4-123

Page 190: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Tab

le A

2-8(2

)

Ir

riga

tion W

ater

Supply

for

Dry

Seas

on C

rops

at E

ach V

erificat

ion S

ite

Dat

eIrriga

tion H

our

Irri. I

nt.

Dat

eIrriga

tion H

our

Irri. I

nt.

Dat

eIrriga

tion H

our

Irri. I

nt.

Dat

eIrriga

tion H

our

Irri. I

nt.

Dat

eIrriga

tion H

our

Irri. I

nt.

Dat

eIrriga

tion H

our

Irri. I

nt.

Irriga

tion H

our

Irri. I

nt.

1 B

eth

ani-

A M

aize

8/13

4 h

r/0.1

ha

1 t

ime/w

8/27

12 h

r/ro

t 1

tim

e/w

9/10

12 h

r/ro

t1 t

ime/w

9/24

12 h

r/ro

t1 t

ime/w

10/8

12 h

r/ro

t1 t

ime/w

10/22

12 h

r/ro

t1 t

ime/w

7 h

r/ro

t1 t

ime/w

Bean

s

Tom

ato

Irish

P

ota

to

Onio

n

Beth

ani-

B M

aize

8/13

8 h

r/0.4

ha

1 t

ime/w

8/27

12 h

r/ro

t1 t

ime/w

9/10

12 h

r/ro

t1 t

ime/w

9/24

12 h

r/ro

t1 t

ime/w

10/8

12 h

r/ro

t1 t

ime/w

10/22

12 h

r/ro

t1 t

ime/w

8 h

r/ro

t1 t

ime/w

Bean

s8/13

8 h

r/0.4

ha

1 t

ime/w

8/27

12 h

r/ro

t1 t

ime/w

9/10

12 h

r/ro

t1 t

ime/w

9/24

12 h

r/ro

t1 t

ime/w

10/8

12 h

r/ro

t1 t

ime/w

10/22

12 h

r/ro

t1 t

ime/w

8 h

r/ro

t1 t

ime/w

Tom

ato

Irish

P

ota

to

Onio

n

2 M

anth

a M

aize

8/28

not

irriga

tion

not

irriga

tion

9/11

1-2 h

r1 t

ime/w

9/25

alm

ost

dai

lyno p

atte

rnfo

llow

ed

10/9

0.5

-0.7

5 h

r1 t

ime/w

10/25

0.5

-0.7

5 h

rno p

atte

rnfo

llow

ed

11/6

no irr

igat

ion

no irr

igat

ion

2 h

r/ro

t1tim

e/w

Cab

bage

Tom

ato

8/28

alm

ost

dai

lyal

most

dai

ly9/11

Must

ard

8/28

alm

ost

dai

lyal

most

dai

ly9/11

3 C

hiw

oza

Dam

Mai

ze8/26

4.5

2 h

r,pu

mp,

13

hr

,gra

vity

rig

ht

bank,

2.5

hr

grav

ity

left

ban

k.

1 t

ime/2w

9/9

9 h

r righ

tba

nk,

grav

ity,

65hr

btw

n 2

6th

-30th

Aug,

left

ban

k,gr

avity

1 t

ime/2w

9/23

no p

atte

rn b

ecau

seof w

ater

short

age,b

ut

irriga

ted

for

a w

eek.

1 t

ime/2w

10/7

no p

atte

rn b

ecau

seof w

ater

short

age,b

ut

irriga

ted

for

a w

eek.

1 t

ime/2w

10/21

no p

atte

rnbe

cau

se o

f w

ater

short

age,b

ut

irriga

ted

for

aw

eek.

1 t

ime/2w

11/4

no p

atte

rn b

ecau

seof w

ater

short

age,b

ut

irriga

ted

for

a w

k.

1 t

ime/2w

9 h

r/ro

t1 t

ime/2w

Pap

rika

8/26

13 h

r,gr

avity

righ

t ba

nk,

2.5

hr

grav

ity

left

ban

k.1 t

ime/2w

9/9

9 h

r righ

tba

nk,

grav

ity,

65hr

btw

n 2

6th

-30th

Aug,

left

ban

k,gr

avity

1 t

ime/2w

9/23

no p

atte

rn b

ecau

seof w

ater

short

age,b

ut

irriga

ted

for

a w

k.1 t

ime/2w

10/7

no p

atte

rn b

ecau

seof w

ater

short

age,b

ut

irriga

ted

for

a w

k.

1 t

ime/2w

10/21

no p

atte

rnbe

cau

se o

f w

ater

short

age,b

ut

irriga

ted

for

a w

k.

1 t

ime/2w

11/4

no p

atte

rn b

ecau

seof w

ater

short

age,b

ut

irriga

ted

for

a w

k.

1 t

ime/2w

9 h

r/ro

t1 t

ime/2w

Cab

bage

8/26

13 h

r,gr

avity

righ

t ba

nk,

2.5

hr

grav

ity

left

ban

k.1 t

ime/2w

9/9

9 h

r righ

tba

nk,

grav

ity,

65hr

btw

n 2

6th

-30th

Aug,

left

ban

k,gr

avity

1 t

ime/2w

9/23

no p

atte

rn b

ecau

seof w

ater

short

age,b

ut

irriga

ted

for

a w

k.1 t

ime/2w

10/7

no p

atte

rn b

ecau

seof w

ater

short

age,b

ut

irriga

ted

for

a w

k.

1 t

ime/2w

10/21

no p

atte

rnbe

cau

se o

f w

ater

short

age,b

ut

irriga

ted

for

a w

k.

1 t

ime/2w

11/4

no p

atte

rn b

ecau

seof w

ater

short

age,b

ut

irriga

ted

for

a w

k.

1 t

ime/2w

9 h

r/ro

t1 t

ime/2w

Tom

ato

8/26

9/9

9 h

r righ

tba

nk,

grav

ity,

65hr

btw

n 2

6th

-30th

Aug,

left

ban

k,gr

avity

1 t

ime/2w

9/23

no p

atte

rn b

ecau

seof w

ater

short

age,b

ut

irriga

ted

for

a w

k.1 t

ime/2w

10/7

no p

atte

rn b

ecau

seof w

ater

short

age,b

ut

irriga

ted

for

a w

k.

1 t

ime/2w

10/21

no p

atte

rnbe

cau

se o

f w

ater

short

age,b

ut

irriga

ted

for

a w

k.

1 t

ime/2w

11/4

no p

atte

rn b

ecau

seof w

ater

short

age,b

ut

irriga

ted

for

a w

k.

1 t

ime/2w

9 h

r/ro

t1 t

ime/2w

Vege

tabl

es

8/26

9/9

9 h

r righ

tba

nk,

grav

ity,

65hr

btw

n 2

6th

-30th

Aug,

left

ban

k,gr

avity.

1 t

ime/2w

9/23

no p

atte

rn b

ecau

seof w

ater

short

age,b

ut

irriga

ted

for

a w

k.1 t

ime/2w

10/7

no p

atte

rn b

ecau

seof w

ater

short

age,b

ut

irriga

ted

for

a w

k.

1 t

ime/2w

10/21

no p

atte

rnbe

cau

se o

f w

ater

short

age,b

ut

irriga

ted

for

a w

k.

1 t

ime/2w

11/4

no p

atte

rn b

ecau

seof w

ater

short

age,b

ut

irriga

ted

for

a w

k.

1 t

ime/2w

9 h

r/ro

t1 t

ime/2w

4 K

achere

Mai

ze9/8

1-7hr

eve

ryda

y si

nce

26th

Aug.

9/22

1.4

5 h

r1 t

ime/2w

10/6

not

record

ed*

1 t

ime/2w

10/20

1.4

4 h

r1 t

ime/2w

11/3

3.2

8 h

r1 t

ime/w

11/17

3 h

rpu

mp

use

dal

most

daily

. 3

hr

1 t

ime/w

Cab

bage

Tom

ato

9/8

1-7hr

eve

ryda

y si

nce

26th

Aug.

9/22

1.4

5 h

r1 t

ime/2w

10/6

not

record

ed*

1 t

ime/2w

10/20

1.4

4 h

r1 t

ime/2w

11/3

3.2

8 h

r1 t

ime/w

11/17

3 h

rpu

mp

use

dal

most

daily

3 h

r1 t

ime/w

5 T

ituku

lane

Mai

ze8/20

0.5

hro

thers

without

patt

ern

.

2 t

ime/w

on

trai

nin

gpl

ot,irre

gula

r th

ere

st o

f sc

hem

e.

9/3

not

know

n*

1 t

ime/w

9/17

continous

and

without

patt

ern

.no p

atte

rnfo

llow

ed.

10/1

continous

and

without

patt

ern

.no p

atte

rnfo

llow

ed.

10/15

mis

sing*

mis

sing*

10/30

continous

and

without

patt

ern

.no p

atte

rnfo

llow

ed.

0.6

7 h

r2 t

imes/

w

8th

Surv

ey

9th

Surv

ey

Ave

rage

10th

Surv

ey

11th

Surv

ey

12th

Surv

ey

13th

Surv

ey

Verificat

ion S

ites

Cro

ps

4-124

Page 191: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Dat

eIrriga

tion H

our

Irri. I

nt.

Dat

eIrriga

tion H

our

Irri. I

nt.

Dat

eIrriga

tion H

our

Irri. I

nt.

Dat

eIrriga

tion H

our

Irri. I

nt.

Dat

eIrriga

tion H

our

Irri. I

nt.

Dat

eIrriga

tion H

our

Irri. I

nt.

Irriga

tion H

our

Irri. I

nt.

8th

Surv

ey

9th

Surv

ey

Ave

rage

10th

Surv

ey

11th

Surv

ey

12th

Surv

ey

13th

Surv

ey

Verificat

ion S

ites

Cro

ps

Tom

ato

8/20

0.5

hro

thers

without

patt

ern

.

2 t

ime/w

on

trai

nin

gpl

ot,irre

gula

r th

ere

st o

f sc

hem

e.

9/3

not

know

n*

1 t

ime/w

9/17

continous

and

without

patt

ern

.no p

atte

rnfo

llow

ed.

10/1

continous

and

without

patt

ern

.no p

atte

rnfo

llow

ed.

10/15

mis

sing*

mis

sing*

10/30

continous

and

without

patt

ern

.no p

atte

rnfo

llow

ed.

0.6

7 h

r2 t

imes/

w

Car

rot

Cab

bage

Peac

hes

8/20

0.5

hr, o

thers

without

patt

ern

.

2 t

ime/w

on

trai

nin

gpl

ot,irre

gula

r th

ere

st o

f sc

hem

e.

0.6

7 h

r2 t

imes/

w

Vege

tabl

es

8/20

0.5

hr, o

thers

without

patt

ern

.

2 t

ime/w

on

trai

nin

gpl

ot,irre

gula

r th

ere

st o

f sc

hem

e.

10/30

continous

and

without

patt

ern

.no p

atte

rnfo

llow

ed.

0.6

7 h

r2 t

imes/

w

Peas

8/20

0.5

hr, o

thers

without

patt

ern

.

2 t

ime/w

on

trai

nin

gpl

ot,irre

gula

r th

ere

st o

f sc

hem

e.

0.6

7 h

r2 t

imes/

w

Irish

pota

toes

8/20

0.5

hr, o

thers

without

patt

ern

.

2 t

ime/w

on

trai

nin

gpl

ot,irre

gula

r th

ere

st o

f sc

hem

e.

9/3

not

know

n*

1 t

ime/w

9/17

continous

and

without

patt

ern

.no p

atte

rnfo

llow

ed.

10/1

continous

and

without

patt

ern

.no p

atte

rnfo

llow

ed.

10/15

mis

sing*

mis

sing*

10/30

continous

and

without

patt

ern

.no p

atte

rnfo

llow

ed.

0.6

7 h

r2 t

imes/

w

6 C

has

eta

Mai

ze9/4

use

d w

atering

can

es

but

not

defined.

no p

atte

rn9/18

use

d w

atering

can

es

but

not

defined.

no p

atte

rn10/2

use

d w

atering

can

es

but

not

defined.

no p

atte

rn10/16

mis

sing*

mis

sing*

10/30

1 h

r(pu

mp

test

ing)

;wat

ering

can

es

use

d al

mos t

daily

.

no p

atte

rnfo

llow

ed.

11/13

no irr

. 1

hr

1 t

ime/w

Bean

s9/4

use

d w

atering

can

es

but

not

defined.

no p

atte

rn9/18

use

d w

atering

can

es

but

not

defined.

no p

atte

rn10/2

use

d w

atering

can

es

but

not

defined.

no p

atte

rn10/16

mis

sing*

mis

sing*

10/30

1 h

r(pu

mp

test

ing)

;wat

ering

can

es

use

d al

mos t

daily

.

no p

atte

rnfo

llow

ed.

11/13

no irr

. 1

hr

1 t

ime/w

Cab

bage

9/4

use

d w

atering

can

es

but

not

defined.

no p

atte

rn9/18

use

d w

atering

can

es

but

not

defined.

no p

atte

rn10/2

use

d w

atering

can

es

but

not

defined.

no p

atte

rn10/16

mis

sing*

mis

sing*

10/30

1 h

r(pu

mp

test

ing)

;wat

ering

can

es

use

d al

mos t

daily

.

no p

atte

rnfo

llow

ed.

11/13

no irr

. 1

hr

1 t

ime/w

Tom

ato

9/4

use

d w

atering

can

es

but

not

defined.

no p

atte

rn9/18

use

d w

atering

can

es

but

not

defined.

no p

atte

rn10/2

use

d w

atering

can

es

but

not

defined.

no p

atte

rn10/16

mis

sing*

mis

sing*

10/30

1 h

r(pu

mp

test

ing)

;wat

ering

can

es

use

d al

mos t

daily

.

no p

atte

rnfo

llow

ed.

11/13

no irr

. 1

hr

1 t

ime/w

Peas

9/4

use

d w

atering

can

es

but

not

defined.

no p

atte

rn9/18

use

d w

atering

can

es

but

not

defined.

no p

atte

rn10/2

use

d w

atering

can

es

but

not

defined.

no p

atte

rn10/16

mis

sing*

mis

sing*

10/30

1 h

r(pu

mp

test

ing)

;wat

ering

can

es

use

d al

most

daily

.

no p

atte

rnfo

llow

ed.

11/13

no irr

. 1

hr

1 t

ime/w

Onio

ns

9/4

use

d w

atering

can

es

but

not

defined.

no p

atte

rn9/18

use

d w

atering

can

es

but

not

defined.

no p

atte

rn10/2

use

d w

atering

can

es

but

not

defined.

no p

atte

rn10/16

1 h

r1 t

ime/w

7 B

awi

Mai

ze8/18

2 h

r (b

oth

weirs)

1 t

ime/w

9/1

2 h

r(w

eir #

5)

1 t

ime/w

9/15

1 h

r(bo

th w

eirs)

1 t

ime/w

9/29

1.5

hr(

weir #

5);2

hr(

weir #

7)

1 t

ime/w

10/13

mis

sing*

mis

sing*

(10/28

2 h

r(w

eir #

5)

1.5

hr(

weir #

7)

1 t

ime/w

2.5

hr

1 t

ime/w

Cab

bage

8/18

2 h

r (b

oth

weirs)

1 t

ime/w

9/1

2 h

r(w

eir #

5)

1 t

ime/w

2.5

hr

1 t

ime/w

Tom

ato

8/18

2 h

r (b

oth

weirs)

1 t

ime/w

9/1

2 h

r(w

eir #

5)

1 t

ime/w

9/15

1 h

r(bo

th w

eirs)

1 t

ime/w

9/29

1.5

hr(

weir #

5);2

hr(

weir #

7)

1 t

ime/w

10/28

2 h

r(w

eir #

5)

1.5

hr(

weir #

7)

1 t

ime/w

2.5

hr

1 t

ime/w

Pum

pkin

leav

es

9/1

2 h

r(w

eir #

5)

1 t

ime/w

9/15

1 h

r(bo

th w

eirs)

1 t

ime/w

9/29

1.5

hr(

weir #

5);2

hr(

weir #

7)

1 t

ime/w

10/28

2 h

r(w

eir #

5)

1.5

hr(

weir #

7)

1 t

ime/w

2.5

hr

1 t

ime/w

Onio

n8/18

2 h

r (b

oth

weirs)

1 t

ime/w

9/1

2 h

r(w

eir #

5)

1 t

ime/w

2.5

hr

1 t

ime/w

Cas

sava

2.5

hr

1 t

ime/w

Sw

eet

pota

to 2

.5 h

r1 t

ime/w

Mill

et

2.5

hr

1 t

ime/w

2.5

hr

1 t

ime/w

8 C

hib

wan

a P

addy

Ric

e10/28

24 h

r/ro

t(al

l bl

ocks

)1 t

ime/2 w

24 h

r/ro

t(al

lbl

ocks

)1 t

ime/2 w

Mai

ze8/19

not

defined

1 t

ime/w

9/2

not

defined

1 t

ime/w

9/16

24 h

r/ro

t(al

l bl

ocks

)1 t

ime/w

9/30

24 h

r/ro

t(al

l bl

ocks

)1 t

ime/w

10/14

mis

sing*

mis

sing*

10/28

24 h

r/ro

t(al

l bl

ocks

)1 t

ime/2 w

24 h

r/ro

t(al

lbl

ocks

)1 t

ime/2 w

Tom

ato

9/2

not

defined

1 t

ime/w

9/16

24 h

r/ro

t(al

l bl

ocks

)1 t

ime/w

9/30

24 h

r/ro

t(al

l bl

ocks

)1 t

ime/w

10/28

24 h

r/ro

t(al

l bl

ocks

)1 t

ime/2 w

24 h

r/ro

t(al

lbl

ocks

)1 t

ime/2 w

Bean

s8/19

not

defined

1 t

ime/w

9/2

not

defined

1 t

ime/w

9/16

24 h

r/ro

t(al

l bl

ocks

)1 t

ime/w

9/30

24 h

r/ro

t(al

l bl

ocks

)1 t

ime/w

10/28

24 h

r/ro

t(al

l bl

ocks

)1 t

ime/2 w

24 h

r/ro

t(al

lbl

ocks

)1 t

ime/2 w

Pum

pkin

s9/2

not

defined

1 t

ime/w

9/16

24 h

r/ro

t(al

l bl

ocks

)1 t

ime/w

9/30

24 h

r/ro

t(al

l bl

ocks

)1 t

ime/w

10/28

24 h

r/ro

t(al

l bl

ocks

)1 t

ime/2 w

24 h

r/ro

t(al

lbl

ocks

)1 t

ime/2 w

Note

: Irri. H

r :

Irr

igat

ion H

ours

(hr)

Irri. I

nt. :

Irr

igat

ion Inte

rval

(tim

es/

week)

A

ve. I

rri.

Hr

:

A

vera

ge Irr

igat

ion H

ours

(hr/

0.1

ha)

4-125

Page 192: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Tab

le A

3-1

Pro

babi

lity

Ana

lysi

s of A

nnua

l Rai

nfal

l at K

asun

gu S

tatio

nbs

= (X

i*Xs

- Xg2

)/(2

*Xg

-(X

i * X

s))

Rai

nfa

ll(Xi)

Rai

nfa

ll(Xi)

F=(1

-n/(N

+1)*

100

Xi

Xs

Xi x

Xs

Xi x

Xs-

Xg2

Xi + X

s2Xg-

(Xi x

Xs)

b s

(mm

)(m

m)

(%)

1970/71

959.1

1379.6

97.3

2.5

79326204

379.8

2.5

7955

6.6

5408

144096

54698902.3

4516.4

1,0

31.4

532614.9

6-29,6

80

1547.8

-531115

0.1

1971/72

432.1

2432.1

94.6

2.6

35584266

432.3

2.6

3579

6.9

4739

186710

80677568.1

6499.2

1,0

48.1

523211.5

2-39,0

84

1547.3

-521712

0.1

1972/73

584.3

3499.2

91.9

2.6

98274577

499.2

2.6

9827

7.2

8066

249201

124400959.5

432.1

1,0

63.8

459667.9

8-102,6

27

1495.9

-458168

0.2

1973/74

936.6

4516.4

89.2

2.7

12986234

516.4

2.7

1299

7.3

6031

266669

137707850.9

379.6

1,0

86.5

412435.4

-149,8

60

1466.1

-410936

0.4

1974/75

686.5

5534.1

86.5

2.7

27622578

534.1

2.7

2762

7.4

3991

285263

152358866.8

0.2

1975/76

379.6

6546.3

83.8

2.7

37431201

546.3

2.7

3743

7.4

9352

298444

163039787.8

1976/77

534.1

7553.1

81.1

2.7

42803658

553.1

2.7

428

7.5

2295

305920

169204136.3

1977/78

880.5

8584.3

78.4

2.7

66635886

584.3

2.7

6664

7.6

543

341406

199483812.1

1978/79

772.1

9596.8

75.7

2.7

75828814

596.8

2.7

7583

7.7

0523

356170

212562399.2

1979/80

1,0

63.8

10

635.9

73.0

2.8

03388825

635.9

2.8

0339

7.8

59

404369

257138126.3

Pro

babi

lity

1/

a x

E =

Y +

1/a

x E

=

1980/81

1,0

31.4

11

686.5

70.3

2.8

36640542

686.5

2.8

3664

8.0

4653

471282

323535264.6

(Year

)E

0.1

6091xE

2.8

7499+0.1

6091xE

X+0.2

X

1981/82

718.9

12

713.0

67.6

2.8

5308953

713.0

2.8

5309

8.1

4012

508369

362467097

1982/83

757.5

13

718.9

64.9

2.8

5666848

718.9

2.8

5667

8.1

6056

516817

371539892.3

200

1.8

2150

0.2

931

3.1

6809389

1472.6

1472.4

1983/84

635.9

14

757.5

62.2

2.8

79382637

757.5

2.8

7938

8.2

9083

573806

434658234.4

100

1.6

4500

0.2

647

3.1

3969389

1379.4

1379.2

1984/85

713.0

15

771.1

59.5

2.8

87110703

771.1

2.8

8711

8.3

354

594595

458492366.4

50

1.4

5200

0.2

3364

3.1

0863389

1284.2

1284.0

1985/86

1,0

86.5

16

772.1

56.8

2.8

8767355

772.1

2.8

8767

8.3

3864

596138

460278466.4

20

1.1

6300

0.1

8714

3.0

6213389

1153.8

1153.6

1986/87

793.1

17

793.1

54.1

2.8

9932795

793.1

2.8

9933

8.4

0611

629008

498865935.5

10

0.9

0620

0.1

4582

3.0

2081389

1049.1

1048.9

1987/88

830.7

18

795.3

51.4

2.9

00530982

795.3

2.9

0053

8.4

1307

632502

503028912.2

50.5

9510

0.0

9576

2.9

7075389

934.9

934.7

1988/89

916.7

19

815.8

48.6

2.9

11583701

815.8

2.9

1158

8.4

773

665530

542939080.3

20.0

0000

02.8

7499389

749.9

749.7

1989/90

887.5

20

830.7

45.9

2.9

1944421

830.7

2.9

1944

8.5

2313

690062

573234910.4

1990/91

771.1

21

837.0

43.2

2.9

22725458

837.0

2.9

2273

8.5

4235

700569

586376253

N =

36

1991/92

516.4

22

837.9

40.5

2.9

2319219

837.9

2.9

2319

8.5

4504

702076

588269823.9

Sx

=√

((Y2)-

(Y)2) =

0.1

1219

1992/93

795.3

23

856.4

37.8

2.9

32676659

856.4

2.9

3268

8.6

0061

733421

628101710.1

1/a

=√

(2N

/(N

-1)*

Sx

=0.1

6091

1993/94

837.0

24

868.8

35.1

2.9

38919812

868.8

2.9

3892

8.6

3725

754813

655781916.7

1994/95

499.2

25

880.5

32.4

2.9

4472936

880.5

2.9

4473

8.6

7143

775280

682634260.1

1995/96

910.9

26

887.5

29.7

2.9

48168362

887.5

2.9

4817

8.6

9171

787656

699044921.9

1996/97

856.4

27

897.1

27.0

2.9

52840857

897.1

2.9

5284

8.7

1926

804788

721975682.6

1997/98

868.8

28

897.3

24.3

2.9

52937668

897.3

2.9

5294

8.7

1985

805147

722458663.3

1998/99

837.9

29

910.9

21.6

2.9

59470702

910.9

2.9

5947

8.7

5846

829739

755809082

1999/00

546.3

30

916.7

18.9

2.9

62227231

916.7

2.9

6223

8.7

7481

840339

770338660.5

2000/01

897.1

31

936.6

16.2

2.9

71554153

936.6

2.9

7155

8.8

3011

877220

821603839.9

2001/02

596.8

32

959.1

13.5

2.9

81863891

959.1

2.9

8186

8.8

9149

919873

882250012.1

2002/03

1,0

48.1

33

1,0

31.4

10.8

3.0

13427127

1,0

31.4

3.0

1343

9.0

8076

1063786

1097188839

2003/04

815.8

34

1,0

48.1

8.1

3.0

20402721

1,0

48.1

3.0

204

9.1

2282

1098514

1151352115

2004/05

897.3

35

1,0

63.8

5.4

3.0

26859986

1,0

63.8

3.0

2686

9.1

6188

1131670

1203871014

2005/06

553.1

36

1,0

86.5

2.7

3.0

36029731

1,0

86.5

3.0

3603

9.2

1748

1180482

1282593965

Ave

rage

773.5

Ave

rage

773.5

2.8

7498223

2.8

7499

8.2

78176

631159

536943426

(Xi)

(Xi)

(Log 1

0Xg)

(Y)

(Y2)

(Xi2)

(Xi3)

Caluculation of "bs"

Year

Ord

er

Log 1

0Xi

Xi +

bY=Log(

Xi+b)

Y2

Xi2

Xi3

Calculation of Probabilit Rainfall

4-126

Page 193: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table

A3-2 (

1)

Est

imation o

f U

nit G

ross

Irr

igation W

ater

Requirem

ents

(G

WR

) (F

ield

Wate

r S

upply

: F

WS

) fo

r C

hiw

oza

Dam

Irr

igation S

chem

e

(C

ase : N

orm

al Y

ear

)

Irriga

tion S

chem

e

:C

hio

za Irr

igat

ion S

chem

e (

Kas

-46)

Irriga

tion A

rea

:

10

ha 1

23

12

31

23

12

31

23

12

31

23

12

31

23

12

31

23

12

3 1

. R

ainfa

ll (S

tation : K

asungu

)Tota

l R

ainfa

ll =

M

onth

ly R

ainfa

ll (m

m/m

onth

)858.3

1

0-da

y R

ainfa

ll (m

m/10-da

y)69.4

69.4

69.4

77.6

77.6

77.6

41.4

41.4

41.4

6.1

6.1

6.1

2.6

2.6

2.6

00

00

00

00

00.1

0.1

0.1

3.2

3.2

3.2

22.6

22.6

22.6

63.1

63.1

63.1

2. C

roppin

g P

atte

rn M

aize

(G

rain

) (S

)40

% S

-M

a-1

M

aize

(G

rain

) (S

)40

% S

-M

a-1

M

aize

(G

rain

) (S

)20

% S

-M

a-1

C

abba

ge (W

1)

40

% W

1-C

a-1

M

aize

(G

reen) (W

1)

40

% W

1-M

a-2

T

om

ato (W

2)

40

% W

2-To-1

M

aize

(G

reen) (W

2)

40

% W

2-M

a-4

P

apriKa

(W)

20

% W

-P

a-1

3. U

nit G

WR

(lit

./se

c/ha)

U

nit G

WR

(lit

/se

c/ha)

M

aize

(G

rain

) (S

)40

%0

00

00

00.0

90.1

00

00

S-M

a-1

M

aize

(G

rain

) (S

)40

%0

00

00

00.0

90.1

00

00

S-M

a-1

M

aize

(G

rain

) (S

)20

%0

00

00

00.0

90.1

00

00

S-M

a-1

C

abba

ge (W

1)

40

%0.0

30.0

40.0

40.6

90.6

90.7

40.8

50.9

61.0

91.1

51.1

71.1

7 W

1-C

a-1

M

aize

(G

reen) (W

1)

40

%0

00.2

20.5

30.7

51.0

21.2

31.2

81.3

1.3

11.2

91.0

7 W

1-M

a-2

T

om

ato (W

2)

40

%0.0

30.0

40.0

40.6

80.6

90.6

90.7

80.9

41.0

91.2

41.2

91.2

71.2

21.0

50.7

4 W

2-To-1

M

aize

(G

reen) (W

2)

40

%0.3

40.3

40.3

80.6

20.8

81.1

31.3

41.3

51.3

21.2

71.0

60.5

6 W

2-M

a-4

P

apriKa

(W)

20

%0.0

40.0

40.0

40.0

40.6

20.6

30.6

40.7

20.8

50.9

91.0

21.1

91.2

1.2

11.2

11.1

1.0

71.0

01.0

01.0

01.0

0 W

-P

a-1

A

ve. U

nit G

WR

(lit

/se

c/ha)

Sum

mer

Cro

p (S

)0

00

00

00.0

90.1

00

00

W

inte

r C

rop

(W1)

0.0

10.0

20.1

0.4

91.6

80.7

0.8

30.9

0.9

60.9

80.9

80.9

W

inte

r C

rop

(W2)

0.0

10.0

20.0

20.2

70.2

80.2

80.3

10.3

80.4

40.5

0.5

20.5

10.4

90.4

20.3

W

inte

r C

rop

(W)

0.0

10.0

10.0

10.0

10.1

20.1

30.1

30.1

40.1

70.2

0.2

0.2

40.2

40.2

40.2

40.2

20.2

10.2

0.2

0.2

0.2

4. G

ross

Irr

igat

ion W

ater

Requirem

ents

(G

WR

) (lit/se

c)

Sum

mer

Cro

p (S

)0

00

00

00.9

10

00

0 W

inte

r C

rop

(W1)

0.1

0.2

14.9

16.8

78.3

99.6

9.8

9.8

9 W

inte

r C

rop

(W2)

0.1

0.2

0.2

2.7

2.8

2.8

3.1

3.8

4.4

55.2

5.1

4.9

4.2

3 W

inte

r (W

)0.1

0.1

0.1

0.1

1.2

1.3

1.3

1.4

1.7

22

2.4

2.4

2.4

2.4

2.2

2.1

22

22

Tota

l (1

0 h

a)0

00

00

00.9

10.1

0.3

1.1

516.9

8.2

9.6

10.3

11

11.6

12

11.2

5.1

5.2

5.2

5.5

66.5

77.2

7.1

6.9

4.2

30

00

0

G

ravi

ty Irr

igat

ion (R

) (2

.7 h

a)0

00

00

00.2

0.3

00.1

0.3

1.4

4.6

2.2

2.6

2.8

33.1

3.2

31.4

1.4

1.4

1.5

1.6

1.8

1.9

1.9

1.9

1.9

1.1

0.8

00

00

G

ravi

ty Irr

igat

ion (L) (2

.5 h

a)0

00

00

00.2

0.3

00.1

0.3

1.3

4.2

2.1

2.4

2.6

2.8

2.9

32.8

1.3

1.3

1.3

1.4

1.5

1.6

1.8

1.8

1.8

1.7

1.1

0.8

00

00

P

um

p Irriga

tion (R

) (3

.3 h

a)0

00

00

00.3

0.3

00.1

0.4

1.7

5.6

2.7

3.2

3.4

3.6

3.8

43.7

1.7

1.7

1.7

1.8

22.1

2.3

2.4

2.3

2.3

1.4

10

00

0 P

um

p Irriga

tion (L) (1

.5 h

a)0

00

00

00.2

0.1

0.1

00.1

0.6

2.5

1.2

1.4

1.5

1.6

1.8

1.8

1.7

0.7

0.8

0.8

0.8

0.9

11

1.1

1.1

10.6

0.4

00

00

Note

; N

urs

ery

wat

er

requ

irem

ents

of cab

bage

were

est

imat

ed

as s

how

n b

elo

w;

N

urs

ery

Wat

er

Requ

irem

ents

= E

To x

0.7

x N

urs

ery

Are

a (5

%) x

10/(8

6.4

x Irr

igat

ion E

ffic

iency

50%/100)

=

4.0

5 x

0.7

x 0

.05 x

10/(8

6.4

x 0

.50) = 0

.033 lit/se

c/ha

(in M

arch)

Item

Month

Rem

arks

Jan

.Feb.

Mar

.A

pr.

May

June

July

Aug.

Sept

.O

ct.

189.3

Nov.

Dec.

208.1

232.9

124.1

18.2

7.8

0.0

0.1

Are

a %

0.3

9.5

67.9

0.1

10-D

ay R

ain

fall

0

20

40

60

80

100

12

34

56

78

910

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

10-D

ay P

eriod

Rainfall (mm/10-day)

Nurs

ery

Nurs

ery

Nurs

ery

4-127

Page 194: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table

A3-2 (

2)

Est

imation o

f U

nit G

ross

Irr

igation W

ate

r R

equirem

ents

(G

WR

) (F

ield

Wate

r S

upply

: F

WS

) fo

r C

hiw

oza

Dam

Irr

igation S

chem

e

Irriga

tion S

chem

e

:C

hio

za Irr

igat

ion S

chem

e (

Kas

-46)

Irriga

tion A

rea

:

10

ha 1

23

12

31

23

12

31

23

12

31

23

12

31

23

12

31

23

12

3 1

. R

ainfa

ll (S

tation : K

asungu

)Tota

l R

ainfa

ll =

M

onth

ly R

ainfa

ll (m

m/m

onth

)553.1

1

0-da

y R

ainfa

ll (m

m/10-da

y)45.7

45.7

45.7

18.4

18.4

18.4

50.2

50.2

50.2

10

10

10

0.8

0.8

0.8

00

00

00

00

00

00

00

028.8

28.8

28.8

30.5

30.5

30.5

2. C

roppin

g P

atte

rn M

aize

(G

rain

) (S

)40

% S

-M

a-1

M

aize

(G

rain

) (S

)40

% S

-M

a-1

M

aize

(G

rain

) (S

)20

% S

-M

a-1

C

abba

ge (W

1)

40

% W

1-C

a-1

M

aize

(G

reen) (W

1)

40

% W

1-M

a-2

T

om

ato (W

2)

40

% W

2-To-1

M

aize

(G

reen) (W

2)

40

% W

2-M

a-4

P

apriKa

(W)

20

% W

-P

a-1

3. U

nit G

WR

(lit

./se

c/ha)

U

nit G

WR

(lit

/se

c/ha)

M

aize

(G

rain

) (S

)40

%0

0.1

90.3

80.4

10.4

0.3

70.3

40.1

80

00

0 S

-M

a-1

M

aize

(G

rain

) (S

)40

%0

0.1

90.3

80.4

10.4

0.3

70.3

40.1

80

00

0 S

-M

a-1

M

aize

(G

rain

) (S

)20

%0

0.1

90.3

80.4

10.4

0.3

70.3

40.1

80

00

0 S

-M

a-1

C

abba

ge (W

1)

40

%0.0

30.0

40.0

40.6

40.7

10.7

40.8

50.9

61.0

91.1

51.1

71.1

7 W

1-C

a-1

M

aize

(G

reen) (W

1)

40

%0

00.0

40.4

60.7

71.0

21.2

31.2

81.3

1.3

11.2

91.0

7 W

1-M

a-2

T

om

ato (W

2)

40

%0.0

30.0

40.0

40.6

80.6

90.6

90.7

80.9

41.0

91.2

41.2

91.2

71.2

20.8

70.6

W2-To-1

M

aize

(G

reen) (W

2)

40

%0.3

40.3

40.3

80.6

20.8

81.1

31.3

41.3

51.3

21.2

80.8

80.4

2 W

2-M

a-4

P

apriKa

(W)

20

%0.0

40.0

40.0

40.0

40.6

20.6

30.6

40.7

20.8

50.9

91.1

21.1

91.2

1.2

11.2

11.1

61.0

71.0

01.0

01.0

01.0

0 W

-P

a-1

A

ve. U

nit G

WR

(lit

/se

c/ha)

Sum

mer

Cro

p (S

)0

0.1

90.3

80.4

10.4

0.3

70.3

40.1

80

00

0 W

inte

r C

rop

(W1)

0.0

10.0

20.0

30.4

41.7

30.7

0.8

30.9

0.9

60.9

80.9

80.9

W

inte

r C

rop

(W2)

0.0

10.0

20.0

20.2

70.2

80.2

80.3

10.3

80.4

40.5

0.5

20.5

10.4

90.3

50.2

4 W

inte

r C

rop

(W)

0.0

10.0

10.0

10.0

10.1

20.1

30.1

30.1

40.1

70.2

0.2

20.2

40.2

40.2

40.2

40.2

30.2

10.2

0.2

0.2

0.2

4. G

ross

Irr

igat

ion W

ater

Requirem

ents

(G

WR

) (lit/se

c)

Sum

mer

Cro

p (S

)0

1.9

3.8

4.1

43.7

3.4

1.8

00

00

W

inte

r C

rop

(W1)

0.1

0.2

0.3

4.4

17.3

78.3

99.6

9.8

9.8

9 W

inte

r C

rop

(W2)

0.1

0.2

0.2

2.7

2.8

2.8

3.1

3.8

4.4

55.2

5.1

4.9

3.5

2.4

W

inte

r (W

)0.1

0.1

0.1

0.1

1.2

1.3

1.3

1.4

1.7

22.2

2.4

2.4

2.4

2.4

2.3

2.1

22

22

Tota

l (1

0 h

a)0

1.9

3.8

4.1

43.7

3.4

1.8

0.1

0.3

0.4

4.5

17.4

8.2

9.6

10.3

11

11.6

12

11.4

5.1

5.2

5.2

5.5

6.1

6.5

77.2

7.1

6.9

3.5

2.4

00

00

G

ravi

ty Irr

igat

ion (R

) (2

.7 h

a)0

0.5

11.1

1.1

10.9

0.5

00.1

0.1

1.2

4.7

2.2

2.6

2.8

33.1

3.2

3.1

1.4

1.4

1.4

1.5

1.6

1.8

1.9

1.9

1.9

1.9

0.9

0.6

00

00

G

ravi

ty Irr

igat

ion (L) (2

.5 h

a)0

0.5

11

10.9

0.9

0.5

00.1

0.1

1.1

4.4

2.1

2.4

2.6

2.8

2.9

32.9

1.3

1.3

1.3

1.4

1.5

1.6

1.8

1.8

1.8

1.7

0.9

0.6

00

00

P

um

p Irriga

tion (R

) (3

.3 h

a)0

0.6

1.3

1.4

1.3

1.2

1.1

0.6

00.1

0.1

1.5

5.7

2.7

3.2

3.4

3.6

3.8

43.8

1.7

1.7

1.7

1.8

22.1

2.3

2.4

2.3

2.3

1.2

0.8

00

00

P

um

p Irriga

tion (L) (1

.5 h

a)0

0.3

0.5

0.6

0.6

0.6

0.5

0.2

0.1

00.1

0.7

2.6

1.2

1.4

1.5

1.6

1.8

1.8

1.6

0.7

0.8

0.8

0.8

11

11.1

1.1

10.5

0.4

00

00

Note

; N

urs

ery

wat

er

requ

irem

ents

of cab

bage

were

est

imat

ed

as s

how

n b

elo

w;

N

urs

ery

Wat

er

Requ

irem

ents

= E

To x

0.7

x N

urs

ery

Are

a (5

%) x

10/(8

6.4

x Irr

igat

ion E

ffic

iency

50%/100)

=

4.0

5 x

0.7

x 0

.05 x

10/(8

6.4

x 0

.50) = 0

.033 lit/se

c/ha

(in M

arch)

Month

Rem

arks

Jan

.Feb.

Mar

.A

pr.

May

June

July

Are

a %

Dec.

137.2

55.1

150.6

30.0

2.4

0.0

0.0

0.0

(C

ase

: D

rough

t Year)

0.0

86.4

91.4

0.0

Aug.

Sept

.O

ct.

Nov.

Item

Nurs

ery

Nurs

ery

Nurs

ery

10-D

ay R

ain

fall

0

20

40

60

80

100

12

34

56

78

910

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

10-D

ay P

eriod

Rainfall (mm/10-day)

4-128

Page 195: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Table

A3-2 (

3)

Est

imation o

f U

nit G

ross

Irr

igation W

ate

r R

equirem

ents

(G

WR

) (F

ield

Wate

r S

upply

: F

WS

) fo

r C

hiw

oza

Irr

igation S

chem

e

Irriga

tion S

chem

e

:C

hio

za Irr

igat

ion S

chem

e (

Kas

-46)

Irriga

tion A

rea

:

10

ha 1

23

12

31

23

12

31

23

12

31

23

12

31

23

12

31

23

12

3 1

. R

ainfa

ll (S

tation : K

asungu

)Tota

l R

ainfa

ll =

M

onth

ly R

ainfa

ll (m

m/m

onth

)499.2

1

0-da

y R

ainfa

ll (m

m/10-da

y)88.3

88.3

88.3

46.4

46.4

46.4

4.7

4.7

4.7

6.9

6.9

6.9

00

00

00

00

00

00

00

00.1

0.1

0.1

4.4

4.4

4.4

15.6

15.6

15.6

2. C

roppin

g P

atte

rn M

aize

(G

rain

) (S

)40

% S

-M

a-1

M

aize

(G

rain

) (S

)40

% S

-M

a-1

M

aize

(G

rain

) (S

)20

% S

-M

a-1

C

abba

ge (W

1)

40

% W

1-C

a-1

M

aize

(G

reen) (W

1)

40

% W

1-M

a-2

T

om

ato (W

2)

40

% W

2-To-1

M

aize

(G

reen) (W

2)

40

% W

2-M

a-4

P

apriKa

(W)

20

% W

-P

a-1

3. U

nit G

WR

(lit

./se

c/ha)

U

nit G

WR

(lit

/se

c/ha)

M

aize

(G

rain

) (S

)40

%0

00

00.0

90.5

20.9

60.8

80.2

70.2

40

0 S

-M

a-1

M

aize

(G

rain

) (S

)40

%0

00

00.0

90.5

20.9

60.8

80.2

70.2

40

0 S

-M

a-1

M

aize

(G

rain

) (S

)20

%0

00

00.0

90.5

20.9

60.8

80.2

70.2

40

0 S

-M

a-1

C

abba

ge (W

1)

40

%0.0

30.0

40.0

40.5

90.7

0.7

40.8

50.9

61.0

91.1

51.1

71.1

7 W

1-C

a-1

M

aize

(G

reen) (W

1)

40

%0.2

20.1

40.1

70.4

20.7

51.0

21.2

31.2

81.3

1.3

11.2

91.0

7 W

1-M

a-2

T

om

ato (W

2)

40

%0.0

30.0

40.0

40.6

80.6

90.6

90.7

80.9

41.0

91.2

41.2

91.2

71.2

41.2

11.1

5 W

2-To-1

M

aize

(G

reen) (W

2)

40

%0.3

40.3

40.3

80.6

20.8

81.1

31.3

41.3

51.3

21.2

91.2

20.9

7 W

2-M

a-4

P

apriKa

(W)

20

%0.0

40.0

40.0

40.0

40.6

20.6

30.6

40.7

20.8

50.9

91.1

21.1

91.2

1.2

11.2

11.1

61.0

71.0

01.0

01.0

01.0

0 W

-P

a-1

A

ve. U

nit G

WR

(lit

/se

c/ha)

Sum

mer

Cro

p (S

)0

00

00.0

90.5

20.9

60.8

80.2

70.2

40

0 W

inte

r C

rop

(W1)

0.1

0.0

70.0

80.4

0.5

80.7

0.8

30.9

0.9

60.9

80.9

80.9

W

inte

r C

rop

(W2)

0.0

10.0

20.0

20.2

70.2

80.2

80.3

10.3

80.4

40.5

0.5

20.5

10.5

0.4

80.4

6 W

inte

r C

rop

(W)

0.0

10.0

10.0

10.0

10.1

20.1

30.1

30.1

40.1

70.2

0.2

20.2

40.2

40.2

40.2

40.2

30.2

10.2

0.2

0.2

0.2

4. G

ross

Irr

igat

ion W

ater

Requirem

ents

(G

WR

) (lit/se

c)

Sum

mer

Cro

p (S

)0

00

00.9

5.2

9.6

8.8

2.7

2.4

00

W

inte

r C

rop

(W1)

10.7

0.8

45.8

78.3

99.6

9.8

9.8

9 W

inte

r C

rop

(W2)

0.1

0.2

0.2

2.7

2.8

2.8

3.1

3.8

4.4

55.2

5.1

54.8

4.6

W

inte

r (W

)0.1

0.1

0.1

0.1

1.2

1.3

1.3

1.4

1.7

22.2

2.4

2.4

2.4

2.4

2.3

2.1

22

22

Tota

l (1

0 h

a)0

00

00.9

5.2

9.6

8.8

10.8

0.9

4.1

5.9

8.2

9.6

10.3

11

11.6

12

11.4

5.1

5.2

5.2

5.5

6.1

6.5

77.2

7.1

74.8

4.6

2.7

2.4

00

G

ravi

ty Irr

igat

ion (R

) (2

.7 h

a)0

00

00.2

1.4

2.6

2.4

0.3

0.2

0.2

1.1

1.6

2.2

2.6

2.8

33.1

3.2

3.1

1.4

1.4

1.4

1.5

1.6

1.8

1.9

1.9

1.9

1.9

1.3

1.2

0.7

0.6

00

G

ravi

ty Irr

igat

ion (L) (2

.5 h

a)0

00

00.2

1.3

2.4

2.2

0.3

0.2

0.2

11.5

2.1

2.4

2.6

2.8

2.9

32.9

1.3

1.3

1.3

1.4

1.5

1.6

1.8

1.8

1.8

1.8

1.2

1.2

0.7

0.6

00

P

um

p Irriga

tion (R

) (3

.3 h

a)0

00

00.3

1.7

3.2

2.9

0.3

0.3

0.3

1.4

1.9

2.7

3.2

3.4

3.6

3.8

43.8

1.7

1.7

1.7

1.8

22.1

2.3

2.4

2.3

2.3

1.6

1.5

0.9

0.8

00

P

um

p Irriga

tion (L) (1

.5 h

a)0

00

00.2

0.8

1.4

1.3

0.1

0.1

0.2

0.6

0.9

1.2

1.4

1.5

1.6

1.8

1.8

1.6

0.7

0.8

0.8

0.8

11

11.1

1.1

10.7

0.7

0.4

0.4

00

Note

; N

urs

ery

wat

er

requ

irem

ents

of cab

bage

were

est

imat

ed

as s

how

n b

elo

w;

N

urs

ery

Wat

er

Requ

irem

ents

= E

To x

0.7

x N

urs

ery

Are

a (5

%) x

10/(8

6.4

x Irr

igat

ion E

ffic

iency

50%/100)

=

4.0

5 x

0.7

x 0

.05 x

10/(8

6.4

x 0

.50) = 0

.033 lit/se

c/ha

(in M

arch)

Month

Rem

arks

Jan

.Feb.

Mar

.A

pr.

May

June

July

Are

a %

Dec.

264.8

139.3

14.0

20.8

0.0

0.0

0.0

0.0

(Case

: S

evere

Dro

ugh

t Year)

0.3

13.3

46.7

0.0

Aug.

Sept

.O

ct.

Nov.

Item

Nurs

ery

Nurs

ery

Nurs

ery

10-D

ay R

ain

fall

0

20

40

60

80

100

12

34

56

78

910

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

10-D

ay P

eriod

Rainfall (mm/10-day)

4-129

Page 196: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Tab

le A

3-3 (

1)

R

ese

rvoir O

pera

tion S

tudy

on C

hiw

oza

Dam

(C

ase :

Norm

al Y

ear

)

10

ha

Section A

rea

of M

echan

ical

Spi

llway

(A

) :

1.5

sq.m

10

ha

Wid

th o

f Em

erg

ency

Spill

way

(B

) :

10

m

8ha

Cre

st E

leva

tion o

f M

achan

ical

Spi

llway

:3.2

5m

8ha

Cre

st E

leva

tion o

f Em

erg

ency

Spi

llway

:3.7

7m

2ha

46

%

Cat

chm

ent

Are

a :

2.4

sq.k

m

Initia

l R

ese

rvoir C

apac

ity

:47

1,0

00 m

3

Sum

mer

Win

ter-

1W

inte

r-2

Win

ter

Sum

mer

Win

ter-

1W

inte

r-2

Win

ter

R(m

m)

F (%)

Qin

(1,0

00 m

3)

V(1

,000

m3)

H (m)

WA

(1,0

00 m

2)

V(1

,000

m3)

H (m)

WA

(1,0

00

m2)

A1

(ha)

A2

(ha)

A3

(ha)

A4

(ha)

qi1

(lit/se

c/ha

)qi

2(lit/s

ec/ha

)qi3

(lit/s

ec/h

a)qi4

(lit/s

ec/

ha)

∑qi

(lit/s

ec)

Qi

(1,0

00m

3)

Qom

(1,0

00m

3)Q

oe

(1,0

00m

3)

ETo

(mm

)V

ETo

(1,0

00

m3)

Rlo

(1,0

00 m

3)

Qrl

(1,0

00m

3)∑

Qo

(1,0

00 m

3)

(1)

(2)

(3)

(4)

(5)

(6)

(7)

(8)

(9)

(12)

(13)

(14)

(15)

(16)

(17)

(18)

(19)

(20)

447

3.2

533.4

4

520

.760

29.8

76.

84.0

733.9

247

3.2

533.4

43.6

80.0

10.0

368

0227

.80

20.3

0.7

0.5

1.2

229

620

.760

29.8

76.

84.0

733.9

247

3.2

533.4

43.6

80.0

10.0

368

0227

.80

20.3

0.7

0.5

1.2

229

13

60

4.3

51.

33.3

833.7

347

3.2

533.4

43.6

80.9

20.0

20.0

10.0

828

090

.70

23.7

0.8

0.5

1.3

92

23

60

4.3

51.

33.3

833.7

347

3.2

533.4

43.6

80.9

20.0

20.0

10.0

828

090

.70

23.7

0.8

0.5

1.3

92

33

60

4.3

51.

33.3

833.7

347

3.2

533.4

43.6

80.9

20.1

0.0

10.3

772

0.2

90.7

023.7

0.8

0.5

1.3

92.2

43

60

4.3

51.

33.3

833.7

347

3.2

533.4

43.6

80.9

20.1

0.0

10.3

772

0.2

90.7

023.7

0.8

0.5

1.3

92.2

53

60

4.3

51.

33.3

833.7

347

3.2

533.4

43.6

80.9

20.4

90.0

11.8

124

0.8

90.7

023.7

0.8

0.5

1.3

92.8

63

60

4.3

51.

33.3

833.7

347

3.2

533.4

43.6

80.9

20.4

90.0

11.8

124

0.8

90.7

023.7

0.8

0.5

1.3

92.8

11.3

60

1.9

48.

93.3

33.5

647

3.2

533.4

43.6

80.9

21.6

80.0

16.1

916

2.7

56.2

023.6

0.8

0.5

1.3

60.2

21.3

60

1.9

48.

93.3

33.5

647

3.2

533.4

43.6

80.9

21.6

80.0

16.1

916

2.7

56.2

023.6

0.8

0.5

1.3

60.2

31.3

60

1.9

48.

93.3

33.5

647

3.2

533.4

43.6

80.9

20.7

0.1

22.6

864

1.2

56.2

023.6

0.8

0.5

1.3

58.7

41.3

60

1.9

48.

93.3

33.5

647

3.2

533.4

43.6

80.9

20.7

0.1

22.6

864

1.2

56.2

023.6

0.8

0.5

1.3

58.7

51.3

60

1.9

48.

93.3

33.5

647

3.2

533.4

43.6

80.9

20.8

30.1

33.1

74

1.4

56.2

023.6

0.8

0.5

1.3

58.9

61.3

60

1.9

48.

93.3

33.5

647

3.2

533.4

43.6

80.9

20.8

30.1

33.1

74

1.4

56.2

023.6

0.8

0.5

1.3

58.9

10

60

047

3.2

433.4

144.

33.1

533.1

63.6

80.9

20.9

0.1

33.4

316

1.5

00

22.1

0.7

0.5

1.2

2.7

20

60

044.

33.1

533.1

641.

73.0

732.9

3.6

80.9

20.9

0.1

33.4

316

1.5

00

22.1

0.7

0.4

1.1

2.6

30

60

041.

73.0

732.9

392.9

732.5

33.6

80.9

20.9

60.1

43.6

616

1.6

00

22.1

0.7

0.4

1.1

2.7

40

60

039

2.9

732.5

336.

32.8

832.1

63.6

80.9

20.9

60.1

43.6

616

1.6

00

22.1

0.7

0.4

1.1

2.7

50

60

036.

32.8

832.1

633.

42.7

731.6

53.6

83.6

80.9

20.9

80.1

0.1

74.1

308

1.8

00

22.1

0.7

0.4

1.1

2.9

60

60

033.

42.7

731.6

530.

62.6

631.0

83.6

83.6

80.9

20.9

80.1

0.1

74.1

308

1.8

00

22.1

0.7

0.3

12.8

10

60

030.

62.6

631.0

827.

62.5

430.3

93.6

83.6

80.9

20.9

80.2

0.2

4.5

264

20

023

0.7

0.3

13

20

60

027.

62.5

430.3

924.

62.4

129.5

73.6

83.6

80.9

20.9

80.2

0.2

4.5

264

20

023

0.7

0.3

13

30

60

024.

62.4

129.5

721.

92.2

928.7

43.6

83.6

80.9

20.9

0.2

0.2

4.2

32

1.8

00

23

0.7

0.2

0.9

2.7

40

60

021.

92.2

928.7

419.

22.1

527.6

83.6

83.6

80.9

20.9

0.2

0.2

4.2

32

1.8

00

23

0.7

0.2

0.9

2.7

50

60

019.

22.1

527.6

817.

92.0

927.2

3.6

80.9

20.2

70.2

41.2

144

0.5

00

23

0.6

0.2

0.8

1.3

60

60

017.

92.0

927.2

16.

62.0

226.6

13.6

80.9

20.2

70.2

41.2

144

0.5

00

23

0.6

0.2

0.8

1.3

10

60

016.

62.0

226.6

115.

31.9

425.9

23.6

80.9

20.2

80.2

41.2

512

0.5

00

22.6

0.6

0.2

0.8

1.3

20

60

015.

31.9

425.9

214

1.8

725.2

83.6

80.9

20.2

80.2

41.2

512

0.5

00

22.6

0.6

0.2

0.8

1.3

30

60

014

1.8

725.2

812.

81.7

924.5

23.6

80.9

20.2

80.2

41.2

512

0.5

00

22.6

0.6

0.1

0.7

1.2

40

60

012.

81.7

924.5

211.

61.7

223.8

43.6

80.9

20.2

80.2

41.2

512

0.5

00

22.6

0.6

0.1

0.7

1.2

50

60

011.

61.7

223.8

410.

41.6

423.0

23.6

80.9

20.3

10.2

41.3

616

0.6

00

22.6

0.5

0.1

0.6

1.2

60

60

010.

41.6

423.0

29.

21.5

522.0

73.6

80.9

20.3

10.2

41.3

616

0.6

00

22.6

0.5

0.1

0.6

1.2

10

60

09.

21.5

522.0

77.

81.4

420.8

53.6

80.9

20.3

80.2

21.6

008

0.7

00

26.2

0.6

0.1

0.7

1.4

20

60

07.

81.4

420.8

56.

51.3

219.4

63.6

80.9

20.3

80.2

21.6

008

0.7

00

26.2

0.5

0.1

0.6

1.3

30

60

06.

51.3

219.4

65.

11.1

917.8

73.6

80.9

20.4

40.2

11.8

124

0.8

00

26.2

0.5

0.1

0.6

1.4

40

60

05.

11.1

917.8

73.

71.0

215.6

73.6

80.9

20.4

40.2

11.8

124

0.8

00

26.2

0.5

0.1

0.6

1.4

50

60

03.

71.0

215.6

72.

40.8

313.0

43.6

80.9

20.5

0.2

2.0

24

0.9

00

26.2

0.4

00.4

1.3

60

60

02.

40.8

313.0

41.

20.5

28.3

83.6

80.9

20.5

0.2

2.0

24

0.9

00

26.2

0.3

00.3

1.2

(10)

(11)

Month

Tota

l Irriga

tion W

ater

Requ

irem

ents

Irriga

tion W

ater

Supp

lyO

utf

low

Dis

char

ges

from

Rese

rvoir a

nd

Rese

rvoir W

ater

Loss

es

Sto

rage

Cap

acity

Wat

er

Dept

h

Fin

al R

ese

rvoir C

ondi

tions

Wat

er

Surf

ace

Are

a

Tota

lO

utf

low

from

Rese

rvoir

Outf

low

fro

m S

pillw

ay

Mechan

ical

Em

erg

ency

Rese

rvoir W

ater

Loss

es

Rese

rvoir

Loss

Tota

lLoss

5-D

ay E

vapo

ration

from

Wat

er

Surf

ace

Tota

l Irriga

ble A

rea

:

Inflow

Dis

char

ge t

o R

ese

rvoir

Rese

rvoir C

ondi

tions

Rat

ion o

f W

inte

r C

ropp

ing:

Inflow

Apr

.

May

June

July

Aug.

Mar

.

Cas

e :

Norm

al Y

ear

Ave

rage

Unit G

WR

Cro

ppin

g A

rea

(Sum

mer)

:

(W

inte

r-1) :

(W

inte

r) :

(W

inte

r-2) :

Irriga

tion A

rea

5-D

ayR

ainfa

llW

ater

Surf

ace

Are

a

Runoff

Coeffic

ien

t

Sept

.

Ass

um

ed R

ese

rvoir C

onditio

ns

Sto

rage

Cap

acity

Wat

er

Dept

h

EL. 4

.02 m

(D

am C

rest

)EL 3

.77

m (Em

erge

ncy

Spill

way

Em

erge

ncy

Spill

way

EL. 3

.25

m (M

ech

anic

al S

pill

way

Cre

st)

Mec

han

ical

Spi

llway

EL. 0

.00

m

4-130

Page 197: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Sum

mer

Win

ter-

1W

inte

r-2

Win

ter

Sum

mer

Win

ter-

1W

inte

r-2

Win

ter

R(m

m)

F (%)

Qin

(1,0

00 m

3)

V(1

,000

m3)

H (m)

WA

(1,0

00 m

2)

V(1

,000

m3)

H (m)

WA

(1,0

00

m2)

A1

(ha)

A2

(ha)

A3

(ha)

A4

(ha)

qi1

(lit/se

c/ha

)qi

2(lit/s

ec/ha

)qi3

(lit/s

ec/h

a)qi4

(lit/s

ec/

ha)

∑qi

(lit/s

ec)

Qi

(1,0

00m

3)

Qom

(1,0

00m

3)Q

oe

(1,0

00m

3)

ETo

(mm

)V

ETo

(1,0

00

m3)

Rlo

(1,0

00 m

3)

Qrl

(1,0

00m

3)∑

Qo

(1,0

00 m

3)

(1)

(2)

(3)

(4)

(5)

(6)

(7)

(8)

(9)

(12)

(13)

(14)

(15)

(16)

(17)

(18)

(19)

(20)

(10)

(11)

Month

Tota

l Irriga

tion W

ater

Requ

irem

ents

Irriga

tion W

ater

Supp

lyO

utf

low

Dis

char

ges

from

Rese

rvoir a

nd

Rese

rvoir W

ater

Loss

es

Sto

rage

Cap

acity

Wat

er

Dept

h

Fin

al R

ese

rvoir C

ondi

tions

Wat

er

Surf

ace

Are

a

Tota

lO

utf

low

from

Rese

rvoir

Outf

low

fro

m S

pillw

ay

Mechan

ical

Em

erg

ency

Rese

rvoir W

ater

Loss

es

Rese

rvoir

Loss

Tota

lLoss

5-D

ay E

vapo

ration

from

Wat

er

Surf

ace

Inflow

Dis

char

ge t

o R

ese

rvoir

Rese

rvoir C

ondi

tions

Inflow

Ave

rage

Unit G

WR

Irriga

tion A

rea

5-D

ayR

ainfa

llW

ater

Surf

ace

Are

a

Runoff

Coeffic

ien

t

Ass

um

ed R

ese

rvoir C

onditio

ns

Sto

rage

Cap

acity

Wat

er

Dept

h

11.6

60

2.3

3.5

115.4

2.4

0.8

313.0

43.6

80.9

20.5

20.2

2.0

976

0.9

00

25.8

0.2

00.2

1.1

21.6

60

2.3

4.7

1.1

417.2

43.

51

15.4

3.6

80.9

20.5

20.2

2.0

976

0.9

00

25.8

0.3

00.3

1.2

31.6

60

2.3

5.8

1.2

618.7

34.

51.1

216.9

83.6

80.9

20.5

10.2

2.0

608

0.9

00

25.8

0.4

00.4

1.3

41.6

60

2.3

6.8

1.3

519.8

15.

51.2

318.3

73.6

80.9

20.5

10.2

2.0

608

0.9

00

25.8

0.4

00.4

1.3

51.6

60

2.3

7.8

1.4

420.8

56.

31.3

119.3

43.6

80.9

20.4

90.2

1.9

872

0.9

00

25.8

0.5

0.1

0.6

1.5

61.6

60

2.3

8.6

1.5

21.5

37.

11.3

820.1

63.6

80.9

20.4

90.2

1.9

872

0.9

00

25.8

0.5

0.1

0.6

1.5

111.3

60

16.3

23.

42.3

629.2

322.

12.3

28.8

13.6

80.4

21.5

456

0.7

00

22.5

0.5

0.1

0.6

1.3

211.3

60

16.3

38.

42.9

532.4

536.

92.9

32.2

43.6

80.4

21.5

456

0.7

00

22.5

0.6

0.2

0.8

1.5

311.3

60

16.3

53.

23.4

333.8

251.

63.2

533.4

43.6

80.3

1.1

04

0.5

00

22.5

0.7

0.4

1.1

1.6

411.3

60

16.3

67.

93.8

534.1

147

3.2

533.4

43.6

80.3

1.1

04

0.5

194

.80

22.5

0.8

0.5

1.3

196.6

511.3

60

16.3

63.

33.7

234.1

147

3.2

533.4

410

00

0172

.40

22.5

0.8

0.5

1.3

173.7

611.3

60

16.3

63.

33.7

234.1

147

3.2

533.4

410

00

0172

.40

22.5

0.8

0.5

1.3

173.7

131.6

60

45.5

92.

54.4

533.0

347

3.2

533.4

410

00

0275

.533

.216.8

0.6

0.5

1.1

309.8

231.6

60

45.5

92.

54.4

533.0

347

3.2

533.4

410

00

0275

.533

.216.8

0.6

0.5

1.1

309.8

331.6

60

45.5

92.

54.4

533.0

347

3.2

533.4

410

00

0275

.533

.216.8

0.6

0.5

1.1

309.8

431.6

60

45.5

92.

54.4

533.0

347

3.2

533.4

410

00

0275

.533

.216.8

0.6

0.5

1.1

309.8

531.6

60

45.5

92.

54.4

533.0

347

3.2

533.4

410

00

0275

.533

.216.8

0.6

0.5

1.1

309.8

631.6

60

45.5

92.

54.4

533.0

347

3.2

533.4

410

00

0275

.533

.216.8

0.6

0.5

1.1

309.8

134.7

60

50

974.5

532.6

847

3.2

533.4

410

00

0286

.868

.815.2

0.5

0.5

1356.6

234.7

60

50

974.5

532.6

847

3.2

533.4

410

00

0286

.868

.815.2

0.5

0.5

1356.6

334.7

60

50

974.5

532.6

847

3.2

533.4

410

00

0286

.868

.815.2

0.5

0.5

1356.6

434.7

60

50

974.5

532.6

847

3.2

533.4

410

00

0286

.868

.815.2

0.5

0.5

1356.6

534.7

60

50

974.5

532.6

847

3.2

533.4

410

00

0286

.868

.815.2

0.5

0.5

1356.6

634.7

60

50

974.5

532.6

847

3.2

533.4

410

00

0286

.868

.815.2

0.5

0.5

1356.6

138.8

60

55.9

102.

94.6

732.2

473.2

533.4

410

00

0299

.7121

.617.1

0.6

0.5

1.1

422.4

238.8

60

55.9

102.

94.6

732.2

473.2

533.4

410

00

0299

.7121

.617.1

0.6

0.5

1.1

422.4

338.8

60

55.9

102.

94.6

732.2

473.2

533.4

410

00

0299

.7121

.617.1

0.6

0.5

1.1

422.4

438.8

60

55.9

102.

94.6

732.2

473.2

533.4

410

00

0299

.7121

.617.1

0.6

0.5

1.1

422.4

538.8

60

55.9

102.

94.6

732.2

473.2

533.4

410

00

0299

.7121

.617.1

0.6

0.5

1.1

422.4

638.8

60

55.9

102.

94.6

732.2

473.2

533.4

410

00

0299

.7121

.617.1

0.6

0.5

1.1

422.4

120.7

60

29.8

76.

84.0

733.9

247

3.2

533.4

410

0.0

90.9

0.4

227

.80

20.3

0.7

0.5

1.2

229.4

220.7

60

29.8

76.

84.0

733.9

247

3.2

533.4

410

0.0

90.9

0.4

227

.80

20.3

0.7

0.5

1.2

229.4

320.7

60

29.8

76.

84.0

733.9

247

3.2

533.4

410

0.1

10.4

227

.80

20.3

0.7

0.5

1.2

229.4

420.7

60

29.8

76.

84.0

733.9

247

3.2

533.4

410

0.1

10.4

227

.80

20.3

0.7

0.5

1.2

229.4

5 6

858

1,2

36

48

7,9

60

1,3

42

45

25

70

9,4

20

N

ote

:

(1)

R

efe

r to

Tab

le A

3-2(1

) . Pro

babl

e r

ainfa

ll is

giv

en in F

igure

4-7 in A

ppendi

x 4.

(2)

R

unoff c

oeffic

ient

was

ass

um

ed

at 6

0 %

, consi

dering

the u

ndu

lating

topo

grap

hy

with far

m a

nd

brush

lan

d (3

) In

flow

Q

in =

24 R

x F

/1,0

00 (1,0

00m

3), 5

-da

y ra

infa

ll le

ss t

han

1.0

mm

is

assu

mm

ed

to b

e z

ero

.(7

) Fin

al s

tora

ge c

apac

ity

V =

Vn-1 -

∑Q

+Q

in 

(1,0

00 m

3)

(8)

R

ese

rvoir w

ater

dept

h (H

) is

obt

ained

from

rese

rvoir s

tage

(H

) - c

apac

ity

(V) curv

e. Y

= 5

.3475 X

2 -

3.2

703 X

+ 1

.455

(9)

W

ater

surf

ace a

rea

(WA

) is

obt

ained

from

rese

rvoir s

tage

(H

) - a

rea

(A) curv

e. Y

= -

2.4

217X

2 +

18.3

1 X

- 0

.4911

(10) R

efe

r to

Tab

le A

3-2(1

) .

(11) R

efe

r to

Tab

le A

3-2 (1) .

(12) Tota

l irriga

tion w

ater

requ

irem

ent

(∑qi

) = ∑

(A1 x

qi1 +

A2 x

qi2 +

A3 x

qi3 +

A4 x

qi4) (lit/se

c)

(13) Tota

l irriga

tion w

ater

requ

irem

ent

(Qi)

= 0

.432 x

∑q i

(1,0

00 m

3)

(14) O

utf

low

fro

m m

echan

ical

spi

llway

(Q

om

) is

cal

cula

ted

base

d on t

he follo

win

g equ

atio

n; Q

om

= C

x A

√(2

gH)/

1,0

00 (1,0

00 m

3) C

= 0

.62, A

= s

ection a

rea

of m

echan

ical

spi

llway

(m

2)

(15) O

utf

low

fro

m e

merg

ency

spillw

ay (Q

oe) is

cal

cula

ted

base

d on t

he follo

win

g equ

atio

n; Q

oe =

K x

B x

H3/2/1,0

00 (1,0

00 m

3) K

= 1

.7, B

= w

idth

of em

erg

ency

spillw

ay (m

)(1

6) Eva

pora

tion fro

m w

ater

surf

ace (ETo) is

refe

rred

to T

able

A2-4(7

).(1

7) 5-D

ay e

vapo

ration fro

m w

ater

surf

ace (V

ETo) = E

To x

WA

n-1/1000 (1,0

00m

3)

(18) R

ese

rvoir loss

(R

lo) is

ass

um

ed

at o

ne p

erc

ent

of th

e s

tora

ge c

apac

ity

(Vn-1) R

lo =

Vn-1 x

1/100 (1,0

00 m

3)

(19) Tota

l lo

ss (Q

rl) =

VETo +

Rlo (1,0

00 m

3)

(20) Tota

l outf

low

(∑

Qo) = Q

i + Q

om

+ Q

oe +

Qrl (1,0

00 m

3)

Tota

l

Oct.

Nov.

Mar

.

Dec.

Jan

.

Feb.

4-131

Page 198: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Tab

le A

3-3 (

2)

Rese

rvoir O

pera

tion S

tudy

on C

hiw

oza

Dam

(C

ase :

Dro

ugh

t Year

)

10

ha

Section A

rea

of M

echan

ical

Spi

llway

(A

) :

1.5

sq.m

10

ha

Wid

th o

f Em

erg

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f M

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ical

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leva

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f Em

erg

ency

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llway

:3.7

7m

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18

%

Cat

chm

ent

Are

a :

2.4

sq.k

m

Initia

l R

ese

rvoir C

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ity

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3

Sum

mer

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ter-

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inte

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ter

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mer

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ter-

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inte

r-2

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ter

R(m

m)

F (%)

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(1,0

00

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V(1

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H (m)

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(1,0

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2)

V(1

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(1,0

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A1

(ha)

A2

(ha)

A3

(ha)

A4

(ha)

qi1

(lit/se

c/ha

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2(lit/s

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(lit/se

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qi4

(lit/se

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(mm

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∑Q

o(1

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m3)

(1)

(2)

(3)

(4)

(5)

(6)

(7)

(8)

(9)

(12)

(13)

(14)

(15)

(16)

(17)

(18)

(19)

(20)

447

3.2

533.4

4

525.

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83.1

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333.6

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41.4

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90

20.3

0.7

0.5

1.2

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15

60

7.2

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3.4

633.8

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23.7

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468

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45

60

7.2

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3.4

633.8

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41.4

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468

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23.7

0.8

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55

60

7.2

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633.8

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115

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116.9

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60

7.2

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July

Aug.

Sept

.

Mar

.

Apr

.

May

June

5-D

ay E

vapo

ration

from

Wat

er

Surf

ace

Rese

rvoir

Loss

Tota

lLoss

(10)

(11)

Ave

rage

Unit G

WR

Tota

l Irriga

tion W

ater

Requ

irem

ents

Mechan

ical

Em

erg

ency

Outf

low

fro

m S

pillw

ayR

ese

rvoir W

ater

Loss

es

Tota

lO

utf

low

from

Rese

rvoir

Sto

rage

Cap

acity

Wat

er

Dept

h

Wat

er

Surf

ace

Are

a

Sto

rage

Cap

acity

Wat

er

Dept

h

Wat

er

Surf

ace

Are

a

Irriga

tion A

rea

Month

Inflow

Dis

char

ge t

o R

ese

rvoir

Rese

rvoir C

ondi

tions

Outf

low

Dis

char

ges

from

Rese

rvoir a

nd

Rese

rvoir W

ater

Loss

es

5-D

ayR

ainfa

ll

Runoff

Coeffic

ien

tIn

flow

Ass

um

ed

Rese

rvoir C

ondi

tions

Fin

al R

ese

rvoir C

ondi

tions

Irriga

tion W

ater

Supp

ly

Cas

e :

Dro

ugh

t Year

Tota

l Irriga

ble A

rea

:

Cro

ppin

g A

rea

(Sum

mer)

:

(W

inte

r-1) :

(W

inte

r-2) :

(W

inte

r) :

Rat

ion o

f W

inte

r C

ropp

ing:

EL. 4.

02

m (D

am C

rest

)EL 3

.77

m (Em

erg

ency

Spi

llway

Em

erge

ncy

Spill

way

EL. 3

.25

m (M

ech

anic

al S

pillw

ay C

rest

)

Mec

hani

cal Spi

llway

EL. 0

.00 m

4-132

Page 199: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Sum

mer

Win

ter-

1W

inte

r-2

Win

ter

Sum

mer

Win

ter-

1W

inte

r-2

Win

ter

R(m

m)

F (%)

Qin

(1,0

00

m3)

V(1

,000

m3)

H (m)

WA

(1,0

00 m

2)

V(1

,000

m3)

H (m)

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(1,0

00

m2)

A1

(ha)

A2

(ha)

A3

(ha)

A4

(ha)

qi1

(lit/se

c/ha

)qi

2(lit/s

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a)qi3

(lit/se

c/ha)

qi4

(lit/se

c/ha

)∑

qi

(lit/se

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m3)

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(1,0

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3)

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(1,0

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3)

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(mm

)V

ETo

(1,0

00 m

3)

Rlo

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00

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3)

∑Q

o(1

,000

m3)

(1)

(2)

(3)

(4)

(5)

(6)

(7)

(8)

(9)

(12)

(13)

(14)

(15)

(16)

(17)

(18)

(19)

(20)

5-D

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vapo

ration

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er

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(10)

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Unit G

WR

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ater

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Mechan

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ll

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ater

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33

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33

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33

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533.4

410

0.3

83.8

1.6

238

.60

15.2

0.5

0.5

1241.2

19.2

60

13.2

60.2

3.6

434.0

747

3.2

533.4

410

0.4

14.1

1.8

157

.10

17.1

0.6

0.5

1.1

160

29.2

60

13.2

60.2

3.6

434.0

747

3.2

533.4

410

0.4

14.1

1.8

157

.10

17.1

0.6

0.5

1.1

160

39.2

60

13.2

60.2

3.6

434.0

747

3.2

533.4

410

0.4

41.7

157

.10

17.1

0.6

0.5

1.1

159.9

49.2

60

13.2

60.2

3.6

434.0

747

3.2

533.4

410

0.4

41.7

157

.10

17.1

0.6

0.5

1.1

159.9

59.2

60

13.2

60.2

3.6

434.0

747

3.2

533.4

410

0.3

73.7

1.6

157

.10

17.1

0.6

0.5

1.1

159.8

69.2

60

13.2

60.2

3.6

434.0

747

3.2

533.4

410

0.3

73.7

1.6

157

.10

17.1

0.6

0.5

1.1

159.8

125.1

60

36.1

83.1

4.2

333.6

347

3.2

533.4

410

0.3

43.4

1.5

249

020.3

0.7

0.5

1.2

251.7

225.1

60

36.1

83.1

4.2

333.6

347

3.2

533.4

410

0.3

43.4

1.5

249

020.3

0.7

0.5

1.2

251.7

325.1

60

36.1

83.1

4.2

333.6

347

3.2

533.4

410

0.1

81.8

0.8

249

020.3

0.7

0.5

1.2

251

425.1

60

36.1

83.1

4.2

333.6

347

3.2

533.4

410

0.1

81.8

0.8

249

020.3

0.7

0.5

1.2

251

5 6

553.2

793

37

6,4

54

046

24

70

6,5

61

N

ote

:

(1)

R

efe

r to

Tab

le A

3-2 (1). P

roba

ble r

ainfa

ll is

giv

en in F

igure

4-7 in A

ppendi

x 4.

(2)

R

unoff c

oeffic

ient

was

ass

um

ed

at 6

0 %

, consi

dering

the u

ndu

lating

topo

grap

hy

with far

m a

nd

brush

lan

d (3

) In

flow

Q

in =

24 R

x F

/1,0

00 (1,0

00m

3), 5

-da

y ra

infa

ll le

ss t

han

1.0

mm

is

assu

mm

ed

to b

e z

ero

.(7

) Fin

al s

tora

ge c

apac

ity

V =

Vn-1 -

∑Q

+Q

in 

(1,0

00 m

3)

(8)

R

ese

rvoir w

ater

dept

h (H

) is

obt

ained

from

rese

rvoir s

tage

(H

) - c

apac

ity

(V) curv

e. Y

= 5

.3475 X

2 -

3.2

703 X

+ 1

.455

(9)

W

ater

surf

ace a

rea

(WA

) is

obt

ained

from

rese

rvoir s

tage

(H

) - a

rea

(A) curv

e. Y

= -

2.4

217X

2 +

18.3

1 X

- 0

.4911

(10)

Refe

r to

Tab

le A

3-2(2

) .

(11)

Refe

r to

Tab

le A

3-2(2

) .

(12)

Tota

l irriga

tion w

ater

requ

irem

ent

(∑qi

) = ∑

(A1 x

qi1 +

A2 x

qi2 +

A3 x

qi3 +

A4 x

qi4) (lit/se

c)

(13)

Tota

l irriga

tion w

ater

requ

irem

ent

(Qi)

= 0

.432 x

∑q i

(1,0

00 m

3)

(14)

Outf

low

fro

m m

echan

ical

spi

llway

(Q

om

) is

cal

cula

ted

base

d on t

he follo

win

g equ

atio

n; Q

om

= C

x A

√(2

gH)/

1,0

00 (1,0

00 m

3) C

= 0

.62, A

= s

ection a

rea

of m

echan

ical

spi

llway

(m

2)

(15)

Outf

low

fro

m e

merg

ency

spillw

ay (Q

oe) is

cal

cula

ted

base

d on t

he follo

win

g equ

atio

n; Q

oe =

K x

B x

H3/2/1,0

00 (1,0

00 m

3) K

= 1

.7, B

= w

idth

of em

erg

ency

spillw

ay (m

)(1

6)

Eva

pora

tion fro

m w

ater

surf

ace (ETo)

is

refe

rred

to T

able

A2-4(7

) .

(17)

5-D

ay e

vapo

ration fro

m w

ater

surf

ace (V

ETo) = E

To x

WA

n-1/1000 (1,0

00m

3)

(18)

Rese

rvoir loss

(R

lo) is

ass

um

ed

at o

ne p

erc

ent

of th

e s

tora

ge c

apac

ity

(Vn-1) R

lo =

Vn-1 x

1/100 (1,0

00 m

3)

(19)

Tota

l lo

ss (Q

rl) = V

ETo +

Rlo (1,0

00 m

3)

(20)

Tota

l outf

low

(∑

Qo) = Q

i + Q

om

+ Q

oe +

Qrl (1,0

00 m

3)

Mar

.

Tota

l

Nov.

Dec.

Jan

.

Feb.

Oct.

4-133

Page 200: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Tab

le A

3-3 (

3)

Rese

rvoir O

pera

tion S

tudy

on C

hiw

oza

Dam

(C

ase :

Seve

re D

rough

t Year

)

10

ha

Section A

rea

of M

echan

ical

Spi

llway

(A

) :

1.5

sq.m

10

ha

Wid

th o

f Em

erg

ency

Spi

llway

(B

) :

10

m

8ha

Cre

st E

leva

tion o

f M

achan

ical

Spi

llway

:3.2

5m

8ha

Cre

st E

leva

tion o

f Em

erg

ency

Spi

llway

:3.7

7m

2ha

21

%

Cat

chm

ent

Are

a :

2.4

sq.k

m

Initia

l R

ese

rvoir C

apac

ity

:47

1,0

00 m

3

Sum

mer

Win

ter-

1W

inte

r-2

Win

ter

Sum

mer

Win

ter-

1W

inte

r-2

Win

ter

R(m

m)

F (%)

Qin

(1,0

00 m

3)

V(1

,000

m3)

H (m)

WA

(1,0

00 m

2)

V(1

,000

m3)

H (m)

WA

(1,0

00

m2)

A1

(ha)

A2

(ha)

A3

(ha)

A4

(ha)

qi1

(lit/se

c/ha

)qi

2(lit/s

ec/ha

)qi3

(lit/s

ec/h

a)qi4

(lit/se

c/ha)

∑qi

(lit/s

ec)

Qi

(1,0

00m

3)

Qom

(1,0

00m

3)

Qoe

(1,0

00m

3)

ETo

(mm

)V

ETo

(1,0

00

m3)

Rlo

(1,0

00 m

3)

Qrl

(1,0

00m

3)∑

Qo

(1,0

00 m

3)

(1)

(2)

(3)

(4)

(5)

(6)

(7)

(8)

(9)

(12)

(13)

(14)

(15)

(16)

(17)

(18)

(19)

(20)

447

3.2

533.4

4

52.3

60

3.3

50.

33.3

433.6

547

3.2

533.4

41.6

80.0

10.0

168

075

.50

20.3

0.7

0.5

1.2

76.7

62.3

60

3.3

50.

33.3

433.6

547

3.2

533.4

41.6

80.0

10.0

168

075

.50

20.3

0.7

0.5

1.2

76.7

13.5

60

552

3.4

33.7

747

3.2

533.4

41.6

80.4

20.0

70.0

10.1

218

0.1

97.4

023.7

0.8

0.5

1.3

98.8

23.5

60

552

3.4

33.7

747

3.2

533.4

41.6

80.4

20.0

70.0

10.1

218

0.1

97.4

023.7

0.8

0.5

1.3

98.8

33.5

60

552

3.4

33.7

747

3.2

533.4

41.6

80.4

20.0

80.0

10.1

386

0.1

97.4

023.7

0.8

0.5

1.3

98.8

43.5

60

552

3.4

33.7

747

3.2

533.4

41.6

80.4

20.0

80.0

10.1

386

0.1

97.4

023.7

0.8

0.5

1.3

98.8

53.5

60

552

3.4

33.7

747

3.2

533.4

41.6

80.4

20.4

0.0

10.6

762

0.3

97.4

023.7

0.8

0.5

1.3

99

63.5

60

552

3.4

33.7

747

3.2

533.4

41.6

80.4

20.4

0.0

10.6

762

0.3

97.4

023.7

0.8

0.5

1.3

99

10

60

047

3.2

433.4

145.

33.1

933.2

71.6

80.4

20.5

80.0

10.9

786

0.4

00

23.6

0.8

0.5

1.3

1.7

20

60

045.

33.1

933.2

743.

63.1

333.0

91.6

80.4

20.5

80.0

10.9

786

0.4

00

23.6

0.8

0.5

1.3

1.7

30

60

043.

63.1

333.0

941.

93.0

732.9

1.6

80.4

20.7

0.1

21.2

264

0.5

00

23.6

0.8

0.4

1.2

1.7

40

60

041.

93.0

732.9

40.

23.0

232.7

21.6

80.4

20.7

0.1

21.2

264

0.5

00

23.6

0.8

0.4

1.2

1.7

50

60

040.

23.0

232.7

238.

42.9

532.4

51.6

80.4

20.8

30.1

31.4

49

0.6

00

23.6

0.8

0.4

1.2

1.8

60

60

038.

42.9

532.4

536.

62.8

932.2

1.6

80.4

20.8

30.1

31.4

49

0.6

00

23.6

0.8

0.4

1.2

1.8

10

60

036.

62.8

932.2

34.

82.8

231.8

81.6

80.4

20.9

0.1

31.5

666

0.7

00

22.1

0.7

0.4

1.1

1.8

20

60

034.

82.8

231.8

833.

12.7

631.6

1.6

80.4

20.9

0.1

31.5

666

0.7

00

22.1

0.7

0.3

11.7

30

60

033.

12.7

631.6

31.

42.6

931.2

41.6

80.4

20.9

60.1

41.6

716

0.7

00

22.1

0.7

0.3

11.7

40

60

031.

42.6

931.2

430.

32.6

531.0

21.6

80.4

20.0

60.1

40.1

596

0.1

00

22.1

0.7

0.3

11.1

50

60

030.

32.6

531.0

228.

62.5

830.6

31.6

81.6

80.4

20.9

80.0

10.1

71.7

346

0.7

00

22.1

0.7

0.3

11.7

60

60

028.

62.5

830.6

326.

92.5

130.2

11.6

81.6

80.4

20.9

80.0

10.1

71.7

346

0.7

00

22.1

0.7

0.3

11.7

10

60

026.

92.5

130.2

125.

12.4

329.7

1.6

81.6

80.4

20.9

80.0

20.2

1.7

64

0.8

00

23

0.7

0.3

11.8

20

60

025.

12.4

329.7

23.

32.3

529.1

61.6

81.6

80.4

20.9

80.0

20.2

1.7

64

0.8

00

23

0.7

0.3

11.8

30

60

023.

32.3

529.1

621.

72.2

828.6

71.6

81.6

80.4

20.9

0.0

20.2

21.6

38

0.7

00

23

0.7

0.2

0.9

1.6

40

60

021.

72.2

828.6

720.

12.2

28.0

71.6

81.6

80.4

20.9

0.0

20.2

21.6

38

0.7

00

23

0.7

0.2

0.9

1.6

50

60

020.

12.2

28.0

719.

12.1

527.6

81.6

80.4

20.2

70.2

40.5

544

0.2

00

23

0.6

0.2

0.8

1

60

60

019.

12.1

527.6

818.

12.1

27.2

81.6

80.4

20.2

70.2

40.5

544

0.2

00

23

0.6

0.2

0.8

1

10

60

018.

12.1

27.2

817.

12.0

426.7

81.6

80.4

20.2

80.2

40.5

712

0.2

00

22.6

0.6

0.2

0.8

1

20

60

017.

12.0

426.7

816.

11.9

926.3

61.6

80.4

20.2

80.2

40.5

712

0.2

00

22.6

0.6

0.2

0.8

1

30

60

016.

11.9

926.3

615.

11.9

325.8

31.6

80.4

20.2

80.2

40.5

712

0.2

00

22.6

0.6

0.2

0.8

1

40

60

015.

11.9

325.8

314.

11.8

725.2

81.6

80.4

20.2

80.2

40.5

712

0.2

00

22.6

0.6

0.2

0.8

1

50

60

014.

11.8

725.2

813.

11.8

124.7

21.6

80.4

20.3

10.2

40.6

216

0.3

00

22.6

0.6

0.1

0.7

1

60

60

013.

11.8

124.7

212.

11.7

524.1

31.6

80.4

20.3

10.2

40.6

216

0.3

00

22.6

0.6

0.1

0.7

1

10

60

012.

11.7

524.1

311.

11.6

823.4

31.6

80.4

20.3

80.2

30.7

35

0.3

00

26.2

0.6

0.1

0.7

1

20

60

011.

11.6

823.4

310.

11.6

122.7

11.6

80.4

20.3

80.2

30.7

35

0.3

00

26.2

0.6

0.1

0.7

1

30

60

010.

11.6

122.7

19

1.5

321.8

51.6

80.4

20.4

40.2

10.8

274

0.4

00

26.2

0.6

0.1

0.7

1.1

40

60

09

1.5

321.8

57.

91.4

520.9

71.6

80.4

20.4

40.2

10.8

274

0.4

00

26.2

0.6

0.1

0.7

1.1

50

60

07.

91.4

520.9

76.

91.3

619.9

31.6

80.4

20.5

0.2

0.9

24

0.4

00

26.2

0.5

0.1

0.6

1

60

60

06.

91.3

619.9

35.

91.2

718.8

61.6

80.4

20.5

0.2

0.9

24

0.4

00

26.2

0.5

0.1

0.6

1

July

Aug.

Sept

.

Mar

.

Apr

.

May

June

5-D

ay E

vapo

ration

from

Wat

er

Surf

ace

Rese

rvoir

Loss

Tota

lLoss

(10)

(11)

Ave

rage

Unit G

WR

Tota

l Irriga

tion W

ater

Requ

irem

ents

Mechan

ical

Em

erg

ency

Outf

low

fro

m S

pillw

ayR

ese

rvoir W

ater

Loss

es

Tota

lO

utf

low

from

Rese

rvoir

Sto

rage

Cap

acity

Wat

er

Dept

h

Wat

er

Surf

ace

Are

a

Sto

rage

Cap

acity

Wat

er

Dept

h

Wat

er

Surf

ace

Are

a

Irriga

tion A

rea

Month

Inflow

Dis

char

ge t

o R

ese

rvoir

Rese

rvoir C

ondi

tions

Outf

low

Dis

char

ges

from

Rese

rvoir a

nd

Rese

rvoir W

ater

Loss

es

5-D

ayR

ainfa

ll

Runoff

Coeffic

ien

tIn

flow

Ass

um

ed

Rese

rvoir C

ondi

tions

Fin

al R

ese

rvoir C

ondi

tions

Irriga

tion W

ater

Supp

ly

Cas

e :

Seve

re D

rough

t Year

Tota

l Irriga

ble A

rea

:

Cro

ppin

g A

rea

(Sum

mer)

:

(W

inte

r-1) :

(W

inte

r-2) :

(W

inte

r) :

Rat

ion o

f W

inte

r C

ropp

ing:

EL. 4.

02 m

(D

am C

rest

)EL 3

.77

m (Em

erge

ncy

Spill

way

Em

erge

ncy

Spill

way

EL. 3

.25

m (M

ech

anic

al S

pillw

ay C

rest

)

Mec

hani

cal Spi

llway

EL. 0

.00

m

4-134

Page 201: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Sum

mer

Win

ter-

1W

inte

r-2

Win

ter

Sum

mer

Win

ter-

1W

inte

r-2

Win

ter

R(m

m)

F (%)

Qin

(1,0

00 m

3)

V(1

,000

m3)

H (m)

WA

(1,0

00 m

2)

V(1

,000

m3)

H (m)

WA

(1,0

00

m2)

A1

(ha)

A2

(ha)

A3

(ha)

A4

(ha)

qi1

(lit/se

c/ha

)qi

2(lit/s

ec/ha

)qi3

(lit/s

ec/h

a)qi4

(lit/se

c/ha)

∑qi

(lit/s

ec)

Qi

(1,0

00m

3)

Qom

(1,0

00m

3)

Qoe

(1,0

00m

3)

ETo

(mm

)V

ETo

(1,0

00

m3)

Rlo

(1,0

00 m

3)

Qrl

(1,0

00m

3)∑

Qo

(1,0

00 m

3)

(1)

(2)

(3)

(4)

(5)

(6)

(7)

(8)

(9)

(12)

(13)

(14)

(15)

(16)

(17)

(18)

(19)

(20)

5-D

ay E

vapo

ration

from

Wat

er

Surf

ace

Rese

rvoir

Loss

Tota

lLoss

(10)

(11)

Ave

rage

Unit G

WR

Tota

l Irriga

tion W

ater

Requ

irem

ents

Mechan

ical

Em

erg

ency

Outf

low

fro

m S

pillw

ayR

ese

rvoir W

ater

Loss

es

Tota

lO

utf

low

from

Rese

rvoir

Sto

rage

Cap

acity

Wat

er

Dept

h

Wat

er

Surf

ace

Are

a

Sto

rage

Cap

acity

Wat

er

Dept

h

Wat

er

Surf

ace

Are

a

Irriga

tion A

rea

Month

Inflow

Dis

char

ge t

o R

ese

rvoir

Rese

rvoir C

ondi

tions

Outf

low

Dis

char

ges

from

Rese

rvoir a

nd

Rese

rvoir W

ater

Loss

es

5-D

ayR

ainfa

ll

Runoff

Coeffic

ien

tIn

flow

Ass

um

ed

Rese

rvoir C

ondi

tions

Fin

al R

ese

rvoir C

ondi

tions

Irriga

tion W

ater

Supp

ly

10.1

60

05.

91.2

718.8

64.

91.1

617.4

91.6

80.4

20.5

20.2

0.9

576

0.4

00

25.8

0.5

0.1

0.6

1

20.1

60

04.

91.1

617.4

94

1.0

616.2

1.6

80.4

20.5

20.2

0.9

576

0.4

00

25.8

0.5

00.5

0.9

30.1

60

04

1.0

616.2

3.2

0.9

514.7

21.6

80.4

20.5

10.2

0.9

408

0.4

00

25.8

0.4

00.4

0.8

40.1

60

03.

20.9

514.7

22.

40.8

313.0

41.6

80.4

20.5

10.2

0.9

408

0.4

00

25.8

0.4

00.4

0.8

50.1

60

02.

40.8

313.0

41.

70.6

810.8

41.6

80.4

20.5

0.2

0.9

24

0.4

00

25.8

0.3

00.3

0.7

60.1

60

01.

70.6

810.8

41

0.3

96.2

81.6

80.4

20.5

0.2

0.9

24

0.4

00

25.8

0.3

00.3

0.7

12.2

60

3.2

4.2

1.0

816.4

63.

81.0

315.8

1.6

80.4

80.8

064

0.3

00

22.5

0.1

00.1

0.4

22.2

60

3.2

71.3

720.0

56.

31.3

119.3

41.6

80.4

80.8

064

0.3

00

22.5

0.4

00.4

0.7

32.2

60

3.2

9.5

1.5

722.2

98.

71.5

121.6

41.6

80.4

60.7

728

0.3

00

22.5

0.4

0.1

0.5

0.8

42.2

60

3.2

11.

91.7

424.0

411

1.6

823.4

31.6

80.4

60.7

728

0.3

00

22.5

0.5

0.1

0.6

0.9

52.2

60

3.2

14.

21.8

825.3

712.

41.7

724.3

310

0.2

72.7

1.2

00

22.5

0.5

0.1

0.6

1.8

62.2

60

3.2

15.

61.9

626.0

913.

81.8

625.1

910

0.2

72.7

1.2

00

22.5

0.5

0.1

0.6

1.8

17.8

60

11.2

252.4

329.7

23.

52.3

629.2

310

0.2

42.4

10

016.8

0.4

0.1

0.5

1.5

27.8

60

11.2

34.

72.8

231.8

833

2.7

531.5

510

0.2

42.4

10

016.8

0.5

0.2

0.7

1.7

37.8

60

11.2

44.

23.1

533.1

643.

43.1

233.0

610

00

00

016.8

0.5

0.3

0.8

0.8

47.8

60

11.2

54.

63.4

733.8

947

3.2

533.4

410

00

075

.50

16.8

0.6

0.4

176.5

57.8

60

11.2

58.

23.5

834.0

247

3.2

533.4

410

00

0144

.50

16.8

0.6

0.5

1.1

145.6

67.8

60

11.2

58.

23.5

834.0

247

3.2

533.4

410

00

0144

.50

16.8

0.6

0.5

1.1

145.6

144.1

60

63.5

110.

54.8

331.4

547

3.2

533.4

410

00

0316

.2206

.115.2

0.5

0.5

1523.3

244.1

60

63.5

110.

54.8

331.4

547

3.2

533.4

410

00

0316

.2206

.115.2

0.5

0.5

1523.3

344.1

60

63.5

110.

54.8

331.4

547

3.2

533.4

410

00

0316

.2206

.115.2

0.5

0.5

1523.3

444.1

60

63.5

110.

54.8

331.4

547

3.2

533.4

410

00

0316

.2206

.115.2

0.5

0.5

1523.3

544.1

60

63.5

110.

54.8

331.4

547

3.2

533.4

410

00

0316

.2206

.115.2

0.5

0.5

1523.3

644.1

60

63.5

110.

54.8

331.4

547

3.2

533.4

410

00

0316

.2206

.115.2

0.5

0.5

1523.3

123.2

60

33.4

80.

44.1

633.7

747

3.2

533.4

410

00

024

00

17.1

0.6

0.5

1.1

241.1

223.2

60

33.4

80.

44.1

633.7

747

3.2

533.4

410

00

024

00

17.1

0.6

0.5

1.1

241.1

323.2

60

33.4

80.

44.1

633.7

747

3.2

533.4

410

0.0

90.9

0.4

240

017.1

0.6

0.5

1.1

241.5

423.2

60

33.4

80.

44.1

633.7

747

3.2

533.4

410

0.0

90.9

0.4

240

017.1

0.6

0.5

1.1

241.5

523.2

60

33.4

80.

44.1

633.7

747

3.2

533.4

410

0.5

25.2

2.2

240

017.1

0.6

0.5

1.1

243.3

623.2

60

33.4

80.

44.1

633.7

747

3.2

533.4

410

0.5

25.2

2.2

240

017.1

0.6

0.5

1.1

243.3

12.3

60

3.3

50.

33.3

433.6

547

3.2

533.4

410

0.9

69.6

4.1

75.5

020.3

0.7

0.5

1.2

80.8

22.3

60

3.3

50.

33.3

433.6

547

3.2

533.4

410

0.9

69.6

4.1

75.5

020.3

0.7

0.5

1.2

80.8

32.3

60

3.3

50.

33.3

433.6

547

3.2

533.4

410

0.8

88.8

3.8

75.5

020.3

0.7

0.5

1.2

80.5

42.3

60

3.3

50.

33.3

433.6

547

3.2

533.4

410

0.8

88.8

3.8

75.5

020.3

0.7

0.5

1.2

80.5

5 6

499.2

718

44

4,7

39

1,2

37

44

22

66

6,0

85

N

ote

:

(1)

R

efe

r to

Tab

le A

3-2(3

). P

roba

ble r

ainfa

ll is

giv

en in F

igure

4-7 in A

ppendi

x 4.

(2)

R

unoff c

oeffic

ient

was

ass

um

ed

at 6

0 %

, consi

dering

the u

ndu

lating

topo

grap

hy

with far

m a

nd

brush

lan

d (3

) In

flow

Q

in =

24 R

x F

/1,0

00 (1,0

00m

3), 5

-da

y ra

infa

ll le

ss t

han

1.0

mm

is

assu

mm

ed

to b

e z

ero

.(7

) Fin

al s

tora

ge c

apac

ity

V =

Vn-1 -

∑Q

+Q

in 

(1,0

00 m

3)

(8)

R

ese

rvoir w

ater

dept

h (H

) is

obt

ained

from

rese

rvoir s

tage

(H

) - c

apac

ity

(V) curv

e. Y

= 5

.3475 X

2 -

3.2

703 X

+ 1

.455

(9)

W

ater

surf

ace a

rea

(WA

) is

obt

ained

from

rese

rvoir s

tage

(H

) - a

rea

(A) curv

e. Y

= -

2.4

217X

2 +

18.3

1 X

- 0

.4911

(10)

Refe

r to

Tab

le A

3-2 (3).

(11)

Refe

r to

Tab

le A

3-2 (3).

(12)

Tota

l irriga

tion w

ater

requ

irem

ent

(∑qi

) = ∑

(A1 x

qi1 +

A2 x

qi2 +

A3 x

qi3 +

A4 x

qi4) (lit/se

c)

(13)

Tota

l irriga

tion w

ater

requ

irem

ent

(Qi)

= 0

.432 x

∑q i

(1,0

00 m

3)

(14)

Outf

low

fro

m m

echan

ical

spi

llway

(Q

om

) is

cal

cula

ted

base

d on t

he follo

win

g equ

atio

n; Q

om

= C

x A

√(2

gH)/

1,0

00 (1,0

00 m

3) C

= 0

.62, A

= s

ection a

rea

of m

echan

ical

spi

llway

(m

2)

(15)

Outf

low

fro

m e

merg

ency

spillw

ay (Q

oe) is

cal

cula

ted

base

d on t

he follo

win

g equ

atio

n; Q

oe =

K x

B x

H3/2/1,0

00 (1,0

00 m

3) K

= 1

.7, B

= w

idth

of em

erg

ency

spillw

ay (m

)(1

6)

Eva

pora

tion fro

m w

ater

surf

ace (ETo) is

refe

rred

to T

able

A2-4 (7).

(17)

5-D

ay e

vapo

ration fro

m w

ater

surf

ace (V

ETo) = E

To x

WA

n-1/1000 (1,0

00m

3)

(18)

Rese

rvoir loss

(R

lo) is

ass

um

ed

at o

ne p

erc

ent

of th

e s

tora

ge c

apac

ity

(Vn-1) R

lo =

Vn-1 x

1/100 (1,0

00 m

3)

(19)

Tota

l lo

ss (Q

rl) =

VETo +

Rlo (1,0

00 m

3)

(20)

Tota

l outf

low

(∑

Qo) = Q

i + Q

om

+ Q

oe +

Qrl (1,0

00 m

3)

Mar

.

Tota

l

Nov.

Dec.

Jan

.

Feb.

Oct.

4-135

Page 202: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

1

Figure A1-1 Monthly Rainfall Patterns at Representative Stations

Mean annual rainfallMean annual rainfall

Annual Rainfall =1,153.7 mm

Data Source : Meteorological Department, Ministry of Transport and Public Works

Station : Karonga

0

50

100

150

200

250

300

July Aug. Sept. Oct. Nov. Dec. Jan. Feb. Mar. Apr. May June

Month

Month

ly R

ainfa

ll (m

m)

Annual

Rainfall

= 886.6 mm

Station : Mzuzu

0

50

100

150

200

250

300

July Aug. Sept. Oct. Nov. Dec. Jan. Feb. Mar. Apr. May June

Month

Month

ly R

ainfa

ll (m

m)

Station : Kasungu

0

50

100

150

200

250

300

July Aug. Sept. Oct. Nov. Dec. Jan. Feb. Mar. Apr. May June

Month

Month

ly R

ainfa

ll (m

m)

AnnualRainfall

= 767.0 mm

Annual Rainfall =1,153.7m

Station : Chitedze

0

50

100

150

200

250

300

July Aug. Sept. Oct. Nov. Dec. Jan. Feb. Mar. Apr. May June

Month

Month

ly R

ainfa

ll (m

m)

Annual

Rainfall= 856.8 mm

Station : Salima

0

50100

150

200250

300

July Aug. Sept. Oct. Nov. Dec. Jan. Feb. Mar. Apr. May June

Month

Month

ly R

ainfa

ll (m

m)

Annual

Rainfall

= 1,183.0 mm

Station : Mangochi

0

50

100

150

200

250

300

July Aug. Sept. Oct. Nov. Dec. Jan. Feb. Mar. Apr. May June

Month

Month

ly R

ainfa

ll (m

m)

Annual

Rainfall

= 768.8 mm

Station : Chikwawa

0

50

100

150

200

250

300

July Aug. Sept. Oct. Nov. Dec. Jan. Feb. Mar. Apr. May June

Month

Month

ly R

ainfa

ll (m

m)

AnnualRainfall= 818.9 mm

0-800 mm/annum

>800 mm/annum

4-136

Page 203: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Figure A1-2 Moving Average (10-Year), Monthly Fluctuation and Max. and Min. Water Level Data source: Water Resources Department, MIWD

Moving Average of Malawi Lake Water Level (10-Year)

473

473.5

474

474.5

475

475.5

476

1970

/198

0

1972

/198

2

1974

/198

4

1976

/198

6

1978

/198

8

1980

/199

0

1982

/199

2

1984

/199

4

1986

/199

6

1988

/199

8

1990

/200

0

1992

/200

2

1994

/200

4

1996

/200

6

Year

Wat

er Leve

l (m

-M

SL)

Month ly Fluctuation of Malawi Lake Water Level

474

474.2

474.4

474.6

474.8

475

475.2

475.4

475.6

Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct

Month

Wat

er Leve

k (m

-M

SL)

Yearly Maximum and Min imum Water Level

470471472473474475476477478

1970/1971

1972/1973

1974/1975

1976/1977

1978/1979

1980/1981

1982/1983

1984/1985

1986/1987

1988/1989

1990/1991

1992/1993

1994/1995

1996/1997

1998/1999

2000/2001

2002/2003

2004/2005

Year

Wat

er

Leve

l (m

-M

SL)

Max. WL

Min. WL

Ave.Max. WL= 475.58 mAve. Min. WL= 474.37 m

4-137

Page 204: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Figure A2-1 (1) Crop Coefficient (Kc) Values for Rice 1 (Summer (Wet) Season) 1. Planting Date : January/February 2. Length of Growing Stage :

Initial : 30 days Crop Development : 25 days Mid-Season : 35 days Late-Season : 30 days Total 120 days

3. Kc Values

Kc Initial Stage : 1.15 Kc Mid-Season Stage : 1.25 Kc Late-Season Stage : 1.05

1.10

1.20

1.30

Jan. Feb. Mar. Apr. May

1.15

1.25

1.05

Initial Crop Develop

t

Mid- Season

Late- Season

Kc Values for Rice 1

4-138

Page 205: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Figure A2-1 (2) Crop Coefficient (Kc) Values for Rice 2 (Summer (Wet) Season) 1. Planting Date : January/February 2. Length of Growing Stage :

Initial : 30 days Crop Development : 25 days Mid-Season : 35 days Late-Season : 30 days Total 120 days

4. Kc Values

Kc Initial Stage : 1.15 Kc Mid-Season Stage : 1.25 Kc Late-Season Stage : 1.05

1.10

1.20

1.30

Feb. Mar. Apr. May. June

1.15

1.25

1.05

Initial Crop Develop

t

Mid- Season

Late- Season

Kc Values for Rice 2

4-139

Page 206: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Figure A2-2 (1) Crop Coefficient (Kc) Values for Rice 1 (Winter (Dry) Season) 1. Planting Date : June/July 2. Length of Growing Stage :

Initial : 30 days Crop Development : 25 days Mid-Season : 35 days Late-Season : 30 days Total 120 days

5. Kc Values

Kc Initial Stage : 1.15 Kc Mid-Season Stage : 1.25 Kc Late-Season Stage : 1.05

1.10

1.20

1.30

June July Aug Sept. Oct.

1.15

1.25

1.05

Initial Crop Develop

t

Mid- Season

Late- Season

Kc Values for Rice 1

4-140

Page 207: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Figure A2-2 (2) Crop Coefficient (Kc) Values for Rice 2 (Winter (Dry) Season) 1. Planting Date : June/July 2. Length of Growing Stage :

Initial : 30 days Crop Development : 25 days Mid-Season : 35 days Late-Season : 30 days Total 120 days

6. Kc Values

Kc Initial Stage : 1.15 Kc Mid-Season Stage : 1.25 Kc Late-Season Stage : 1.05

1.10

1.20

1.30

July Aug. Sept Oct. Nov.

1.15

1.25

1.05

Initial Crop Develop

t

Mid- Season

Late- Season

Kc Values for Rice 2

4-141

Page 208: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Tabl

e A4-

1(1)

Su

mm

ary

of F

arm

er T

rain

ings

on

Wat

er M

anag

emen

t for

200

8 D

ry S

easo

n C

ropp

ing

Veri

ficat

ion

Sche

me

Tech

nolo

gy o

f Ir

riga

tion

Sche

me

Surv

eyed

D

ate

Att

enda

nts t

o th

e Tr

aini

ng

Wor

ksho

p Tr

aini

ng M

odul

e Tr

aine

d W

ater

Man

agem

ent I

ssue

s Is

sues

to b

e M

onito

red/

Eva

luat

ed

June

10,

200

8 1)

Stu

dy T

eam

2)

DoI

Sta

ff 3)

Com

mitt

ee M

embe

r 4)

AED

C/A

EDO

5)

IO

from

DA

O

6) O

ther

s Tota

l

2 1 8 2 1 - 14

C

onfir

mat

ion

of e

xist

ing/

reha

bilit

ated

irr

igat

ion

faci

litie

s

G

rasp

of p

rese

nt w

ater

use

Expl

anat

ion

and

disc

ussi

on o

n w

ater

di

strib

utio

n m

etho

ds a

nd ir

rigat

ion

sche

dule

Esta

blis

hmen

t of r

otat

iona

l irr

igat

ion

syst

ems c

oupl

ed w

ith se

cond

ary

cana

l al

ignm

ent d

ecis

ion

at fa

rm le

vel

D

ata

colle

ctio

n of

reco

rd k

eepi

ngs o

n w

ater

m

anag

emen

t

1.

Bet

hani

Sch

eme

Riv

er D

iver

sion

July

22,

200

8 1)

Stu

dy T

eam

2)

DoI

Sta

ff 3)

Com

mitt

ee M

embe

r 4)

AED

C/A

EDO

5)

IO

from

DA

O

6) O

ther

s Tota

l

2 - 7 1 1 - 11

C

onfir

mat

ion

of e

xist

ing/

reha

bilit

ated

irr

igat

ion

faci

litie

s

G

rasp

of p

rese

nt w

ater

use

Expl

anat

ion

and

disc

ussi

on o

n w

ater

di

strib

utio

n m

etho

ds a

nd ir

rigat

ion

sche

dule

Dat

a C

olle

ctio

n of

reco

rd k

eepi

ngs o

n w

ater

m

anag

emen

t

Bet

hani

-A

3-

day

rota

tiona

l irr

igat

ion

syst

ems

for a

rea

of 8

.0 h

a co

vere

d by

9

divi

sion

box

es.

R

ecor

d ke

epin

g w

ays o

n w

ater

m

anag

emen

t for

the

sub-

sche

me

Bet

hani

-B

4-

day

rota

tiona

l irr

igat

ion

syst

ems

for a

rea

of 1

4.0

ha w

ith 1

4 di

visi

on

boxe

s.

Rec

ord

keep

ing

way

s on

wat

er

man

agem

ent f

or th

e su

b-sc

hem

e

Ef

fect

ive

and

smoo

th im

plem

enta

tion

of

agre

ed ro

tatio

nal i

rrig

atio

n sy

stem

s in

each

sub-

sche

me

by o

pera

ting

stop

-logs

in

stal

led

in e

ach

divi

sion

box

es

Su

cces

sful

ext

ensi

on o

f irr

igab

le a

reas

of

zone

-4 in

Bet

hani

-B su

b-sc

hem

e an

d th

eir

area

s.

Und

erta

king

of p

erio

dica

l (w

eekl

y ba

sis)

re

cord

kee

ping

s on

wat

er m

anag

emen

t by

Com

mitt

ee m

embe

rs. T

he fo

rm o

f the

re

cord

kee

ping

s has

alre

ady

been

giv

en to

th

e C

omm

ittee

mem

bers

by

the

Stud

y Te

am.

June

18,

200

8 1)

Stu

dy T

eam

2)

DoI

Sta

ff 3)

Com

mitt

ee M

embe

r 4)

AED

C/A

EDO

5)

IO

from

DA

O

6) O

ther

s Tota

l

2 - 4 1 2 - 9

C

onfir

mat

ion

of e

xist

ing/

reha

bilit

ated

irr

igat

ion

faci

litie

s

Gra

sp o

f pre

sent

wat

er u

se

Ex

plan

atio

n an

d di

scus

sion

on

wat

er

dist

ribut

ion

met

hods

and

irrig

atio

n sc

hedu

le

D

ata

colle

ctio

n of

reco

rd k

eepi

ngs o

n w

ater

m

anag

emen

t

2.

Man

tha

Sche

me

Mot

oriz

ed P

ump

July

9, 2

008

1) S

tudy

Tea

m

2) D

oI S

taff

3) C

omm

ittee

Mem

ber

4) A

EDC

/AED

O

5) I

O fr

om D

AO

6)

Oth

ers To

tal

1 - 5 2 - - 8

C

onfir

mat

ion

of e

xist

ing/

reha

bilit

ated

irr

igat

ion

faci

litie

s

Es

tabl

ishm

ent o

f rot

atio

nal i

rrig

atio

n sy

stem

s cou

pled

with

seco

ndar

y ca

nal

alig

nmen

t dec

isio

n at

farm

leve

l

Gra

sp o

f pre

sent

wat

er u

se

4-

day

rota

tiona

l irr

igat

ion

syst

ems

for a

rea

of 5

.0 h

a co

vere

d by

6

turn

outs

for z

one-

1, z

one-

2 an

d zo

ne-3

are

as.

R

ecor

d ke

epin

g w

ays o

n w

ater

m

anag

emen

t for

the

sche

me

Ef

fect

ive

and

smoo

th im

plem

enta

tion

of

agre

ed ro

tatio

nal i

rrig

atio

n sy

stem

s by

usin

g sa

nd-b

ags p

rovi

ded

in e

ach

turn

outs

Exte

nsio

n of

rem

aini

ng m

ain

irrig

atio

n ca

nals

cov

erin

g zo

ne-4

are

as

U

nder

taki

ng o

f per

iodi

cal (

daily

bas

is)

reco

rd k

eepi

ngs o

n w

ater

man

agem

ent b

y C

omm

ittee

mem

bers

, esp

ecia

lly it

ems o

n da

ily p

ump

oper

atio

n ac

tiviti

es su

ch a

s riv

er w

ater

leve

l, pu

mp

oper

atio

n ho

urs,

fuel

con

sum

ptio

n, e

tc. T

he fo

rm o

f the

re

cord

kee

ping

s has

alre

ady

been

giv

en to

th

e C

omm

ittee

mem

bers

by

the

Stud

y Te

am.

June

12,

200

8 1)

Stu

dy T

eam

2)

DoI

Sta

ff 3)

Com

mitt

ee M

embe

r 4)

AED

C/A

EDO

5)

IO

from

DA

O

6) O

ther

s Tota

l

2 1 4 - 1 8

C

onfir

mat

ion

of e

xist

ing/

reha

bilit

ated

irr

igat

ion

faci

litie

s

G

rasp

of p

rese

nt w

ater

use

Expl

anat

ion

and

disc

ussi

on o

n w

ater

di

strib

utio

n m

etho

ds a

nd ir

rigat

ion

sche

dule

s

Esta

blis

hmen

t of r

otat

iona

l irr

igat

ion

syst

ems c

oupl

ed w

ith se

cond

ary

cana

l al

ignm

ent d

ecis

ion

at fa

rm le

vel

Tr

aini

ng o

n ad

equa

te re

serv

oir w

ater

use

ba

sed

on re

serv

oir o

pera

tion

rule

cur

ve

D

ata

colle

ctio

n of

reco

rd k

eepi

ngs o

n w

ater

m

anag

emen

t

3.

Chi

woz

a D

am

Sche

me

Impo

undi

ng D

am

July

14,

200

8 1)

Stu

dy T

eam

2)

DoI

Sta

ff 3)

Com

mitt

ee M

embe

r 4)

AED

C/A

EDO

5)

IO

from

DA

O

6) O

ther

s Tota

l

2 - 4 1 1 - 8

C

onfir

mat

ion

of e

xist

ing/

reha

bilit

ated

irr

igat

ion

faci

litie

s

G

rasp

of p

rese

nt w

ater

use

Irr

igat

ion

area

s of 1

0.0

ha sc

hem

e ar

e di

vide

d in

to fo

llow

ing

four

zon

es

depe

ndin

g on

thei

r irr

igat

ion

syst

ems

and

topo

grap

hy, a

nd 4

-day

rota

tiona

l irr

igat

ion

syst

ems w

ere

prop

osed

.

Rig

ht B

ank

Pum

p irr

igat

ion

area

:

3.

3 ha

(ir

rigat

ed b

y rig

ht m

ain

cana

l) G

ravi

ty ir

rigat

ion

area

:

2.7

ha

(irrig

ated

by

PVC

and

flex

ible

c

onne

cted

with

out

let s

truct

ure)

Le

ft Ba

nk

Pu

mp

and

grav

ity ir

rigat

ion

area

: 1

.5 h

a (ir

rigat

ed

by

left

mai

n ca

nal

rece

ivin

g w

ater

by

pu

mp

and

PVC

/ fle

xibl

e pi

pes)

Gra

vity

irrig

atio

n ar

ea

: 2

.5 h

a (ir

rigat

ed b

y PV

C/ fl

exib

le p

ipes

Ef

fect

ive

and

smoo

th im

plem

enta

tion

of

agre

ed ro

tatio

nal i

rrig

atio

n sy

stem

s for

4

zone

app

lyin

g di

ffere

nt te

chno

logi

es o

f pu

mp,

gra

vity

and

thei

r com

bina

tion

met

hods

Cro

p pl

antin

g sc

hedu

le c

onsi

derin

g re

serv

oir o

pera

tion

rule

cur

ve

U

nder

taki

ng o

f per

iodi

cal (

daily

bas

is)

reco

rd k

eepi

ngs o

n w

ater

man

agem

ent b

y C

omm

ittee

mem

bers

, esp

ecia

lly it

ems o

n da

ily p

ump

oper

atio

n ac

tiviti

es su

ch a

s re

serv

oir w

ater

leve

l, pu

mp

oper

atio

n ho

urs,

fuel

con

sum

ptio

n, e

tc. T

he fo

rm o

f th

e re

cord

kee

ping

s has

alre

ady

been

gi

ven

to th

e C

omm

ittee

mem

bers

by

the

Stud

y Te

am.

4-142

Page 209: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Veri

ficat

ion

Sche

me

Tech

nolo

gy o

f Ir

riga

tion

Sche

me

Surv

eyed

D

ate

Att

enda

nts t

o th

e Tr

aini

ng

Wor

ksho

p Tr

aini

ng M

odul

e Tr

aine

d W

ater

Man

agem

ent I

ssue

s Is

sues

to b

e M

onito

red/

Eva

luat

ed

co

nnec

ted

with

out

let s

truct

ure)

Res

ervo

ir op

erat

ion

rule

cur

ve w

as

form

ulat

ed a

nd re

serv

oir o

pera

tion

was

inst

ruct

ed o

n th

e ba

sis o

f the

rule

cu

rve.

Rec

ord

keep

ing

way

s on

wat

er

man

agem

ent f

or th

e sc

hem

e Ju

ne 2

7, 2

008

1) S

tudy

Tea

m

2) D

oI S

taff

3) C

omm

ittee

Mem

ber

4) A

EDC

/AED

O

5) I

O fr

om D

AO

6)

Oth

ers To

tal

2 - 6 1 1 12

22

C

onfir

mat

ion

of e

xist

ing/

reha

bilit

ated

irr

igat

ion

faci

litie

s

G

rasp

of p

rese

nt w

ater

use

Expl

anat

ion

and

disc

ussi

on o

n w

ater

di

strib

utio

n m

etho

ds a

nd ir

rigat

ion

sche

dule

Esta

blis

hmen

t of r

otat

iona

l irr

igat

ion

syst

ems c

oupl

ed w

ith se

cond

ary

cana

l al

ighm

, Est

ablis

hmen

t of r

otat

iona

l irr

igat

ion

syst

ems c

oupl

ed w

ith se

cond

ary

cana

l al

ignm

ent d

ecis

ion

at fa

rm le

vel

D

ata

colle

ctio

n of

reco

rd k

eepi

ngs o

n w

ater

m

anag

emen

t

4.

Kac

here

Sch

eme

Mot

oriz

ed P

ump

July

10,

200

8 1)

Stu

dy T

eam

2)

DoI

Sta

ff 3)

Com

mitt

ee M

embe

r 4)

AED

C/A

EDO

5)

IO

from

DA

O

6) O

ther

s Tota

l

1 - 7 1 - - 9

Ex

plan

atio

n an

d di

scus

sion

on

wat

er

dist

ribut

ion

met

hods

and

irrig

atio

n sc

hedu

le

Es

tabl

ishm

ent o

f rot

atio

nal i

rrig

atio

n sy

stem

s cou

pled

with

seco

ndar

y ca

nal

alig

nmen

t dec

isio

ns a

t far

m le

vel

5-

day

rota

tiona

l irr

igat

ion

syst

ems

for a

rea

of 6

.4 h

a co

vere

d by

8

turn

outs

Dec

isio

ns o

f sec

onda

ry c

anal

al

ignm

ents

bra

nchi

ng o

ff fr

om th

e m

ain

irrig

atio

n ca

nal a

t on-

farm

leve

l

R

ecor

d ke

epin

g w

ays o

n w

ater

m

anag

emen

t for

the

sche

me

Ef

fect

ive

and

smoo

th im

plem

enta

tion

of

agre

ed ro

tatio

nal i

rrig

atio

n sy

stem

s by

usin

g sa

nd-b

ags p

rovi

ded

in e

ach

turn

outs

Exca

vatio

n of

pro

pose

d al

l sec

onda

ry

cana

ls u

nder

clo

se c

oope

ratio

n an

d pa

rtici

patio

n am

ong

the

rela

ted

farm

ers o

f th

e ca

nal

U

nder

taki

ng o

f per

iodi

cal (

daily

bas

is)

reco

rd k

eepi

ngs o

n w

ater

man

agem

ent b

y C

omm

ittee

mem

bers

, esp

ecia

lly it

ems o

n da

ily p

ump

oper

atio

n ac

tiviti

es su

ch a

s B

ua ri

ver w

ater

leve

l, pu

mp

oper

atio

n ho

urs,

fuel

con

sum

ptio

n, e

tc. T

he fo

rm o

f th

e re

cord

kee

ping

s has

alre

ady

been

gi

ven

to th

e C

omm

ittee

mem

bers

by

the

Stud

y Te

am.

June

9, 2

008

1) S

tudy

Tea

m

2) D

oI S

taff

3) C

omm

ittee

Mem

ber

4) A

EDC

/AED

O

5) I

O fr

om D

AO

6)

Oth

ers To

tal

2 1 11 - 1 1 16

C

onfir

mat

ion

of e

xist

ing/

reha

bilit

ated

irr

igat

ion

faci

litie

s

Gra

sp o

f pre

sent

wat

er u

se

Ex

plan

atio

n an

d di

scus

sion

on

wat

er

dist

ribut

ion

met

hods

and

irrig

atio

n sc

hedu

le

Es

tabl

ishm

ent o

f rot

atio

nal i

rrig

atio

n sy

stem

s cou

pled

with

seco

ndar

y ca

nal

alig

nmen

t dec

isio

ns a

t far

m le

vel

C

olle

ctio

n of

reco

rd k

eepi

ngs o

n w

ater

m

anag

emen

t

5.

Titu

kula

ne S

chem

e R

iver

Div

ersi

on

July

8, 2

008

1) S

tudy

Tea

m

2) D

oI S

taff

3) C

omm

ittee

Mem

ber

4) A

EDC

/AED

5)

IO

from

DA

O

6) O

ther

s Tota

l

2 - 15

- 1 - 18

C

onfir

mat

ion

of e

xist

ing/

reha

bilit

ated

irr

igat

ion

faci

litie

s

Gra

sp o

f pre

sent

wat

er u

se

D

ata

colle

ctio

n of

reco

rd k

eepi

ngs o

n w

ater

m

anag

emen

t

3-

day

rota

tiona

l irr

igat

ion

syst

ems

for a

rea

of 7

.0 h

a co

vere

d by

rela

tive

long

mai

n irr

igat

ion

cana

ls o

f 4.0

km

Rec

ord

keep

ing

way

s on

wat

er

man

agem

ent f

or th

e sc

hem

e

Ef

fect

ive

and

smoo

th im

plem

enta

tion

of

agre

ed ro

tatio

nal i

rrig

atio

n sy

stem

s by

usin

g sa

nd-b

ags t

o be

pro

vide

d.

U

nder

taki

ng o

f per

iodi

cal (

wee

kly

basi

s)

reco

rd k

eepi

ngs o

n w

ater

man

agem

ent b

y C

omm

ittee

mem

bers

. The

form

of t

he

reco

rd k

eepi

ngs h

as a

lread

y be

en g

iven

to

the

Com

mitt

ee m

embe

rs b

y th

e St

udy

Team

.

6.

Cha

seta

Sch

eme

Mot

oriz

ed P

ump

May

27,

200

8 1)

Stu

dy T

eam

2)

DoI

Sta

ff 3)

Com

mitt

ee M

embe

r 4)

AED

C/A

EDO

5)

IO

from

DA

O

6) O

ther

s Tota

l

2 1 10

2 2 - 17

C

onfir

mat

ion

of e

xist

ing/

reha

bilit

ated

irr

igat

ion

faci

litie

s

G

rasp

of p

rese

nt w

ater

use

Expl

anat

ion

and

disc

ussi

on o

n w

ater

di

strib

utio

n m

etho

ds a

nd ir

rigat

ion

sche

dule

Esta

blis

hmen

t of r

otat

iona

l irr

igat

ion

syst

ems c

oupl

ed w

ith se

cond

ary

cana

l al

ignm

ent d

ecis

ion

at fa

rm le

vel

D

ata

colle

ctio

n of

reco

rd k

eepi

ngs o

n w

ater

5-

day

rota

tiona

l irr

igat

ion

syst

ems

for a

rea

of 1

2.0

ha c

over

ed b

y 6

turn

outs

Dec

isio

ns o

f sec

onda

ry c

anal

al

ignm

ents

bra

nchi

ng o

ff fr

om th

e m

ain

irrig

atio

n ca

nal a

t on-

farm

leve

l

Impr

ovem

ent o

f dra

inag

e sy

stem

s to

cope

with

poo

r dra

inag

e co

nditi

ons

(wat

er lo

ggin

g) a

t the

nor

th-e

aste

rn

Ef

fect

ive

and

smoo

th im

plem

enta

tion

of

agre

ed ro

tatio

nal i

rrig

atio

n sy

stem

s by

usin

g sa

nd-b

ags p

rovi

ded

in e

ach

turn

outs

Exca

vatio

n of

pro

pose

d al

l sec

onda

ry

cana

ls u

nder

clo

se c

oope

ratio

n an

d pa

rtici

patio

n am

ong

the

rela

ted

farm

ers o

f th

e ca

nal

Ex

tens

ion

of re

mai

ning

mai

n irr

igat

ion

cana

ls c

over

ing

zone

-3 a

nd z

one-

5 ar

eas

4-143

Page 210: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Veri

ficat

ion

Sche

me

Tech

nolo

gy o

f Ir

riga

tion

Sche

me

Surv

eyed

D

ate

Att

enda

nts t

o th

e Tr

aini

ng

Wor

ksho

p Tr

aini

ng M

odul

e Tr

aine

d W

ater

Man

agem

ent I

ssue

s Is

sues

to b

e M

onito

red/

Eva

luat

ed

man

agem

ent

In

stru

ctio

ns o

f dra

inag

e im

prov

emen

t m

etho

ds a

t far

m le

vel

July

11,

200

8 1)

Stu

dy T

eam

2)

DoI

Sta

ff 3)

Com

mitt

ee M

embe

r 4)

AED

C/A

EDO

5)

IO

from

DA

O

6) O

ther

s Tota

l

1 - 10

1 - 1 13

C

onfir

mat

ion

of e

xist

ing/

Reha

bilit

ated

irr

igat

ion

faci

litie

s.

Gra

sp o

f pre

sent

wat

er u

se.

Ex

plan

atio

n an

d di

scus

sion

on

wat

er

dist

ribut

ion

met

hods

Esta

blis

hmen

t of r

otat

iona

l irr

igat

ion

syst

ems c

oupl

ed w

ith se

cond

ary

cana

l al

ignm

ent d

ecis

ions

at f

arm

leve

l

Dat

a co

llect

ion

of re

cord

kee

ping

s on

wat

er

man

agem

ent

In

stru

ctio

ns o

f dra

inag

e im

prov

emen

t m

etho

ds a

t far

m le

vel

parts

of t

he sc

hem

e

Rec

ord

keep

ing

way

s on

wat

er

man

agem

ent f

or th

e sc

hem

e

Im

prov

emen

t of d

rain

age

syst

ems b

y co

nsol

idat

ing

exis

ting

smal

l far

m d

rain

s

Und

erta

king

of p

erio

dica

l (da

ily b

asis

) re

cord

kee

ping

s on

wat

er m

anag

emen

t by

Com

mitt

ee m

embe

rs, e

spec

ially

item

s on

daily

pum

p op

erat

ion

activ

ities

such

as

Dia

mph

we

river

wat

er le

vel,

pum

p op

erat

ion

hour

s, fu

el c

onsu

mpt

ion,

etc

. Th

e fo

rm o

f the

reco

rd k

eepi

ngs h

as

alre

ady

been

giv

en to

the

Com

mitt

ee

mem

bers

by

the

Stud

y Te

am.

May

29,

200

8 1)

Stu

dy T

eam

2)

DoI

Sta

ff 3)

Com

mitt

ee M

embe

r 4)

AED

C/A

EDO

5)

IO

from

DA

O

6) O

ther

s Tota

l

2 1 11 - 2 - 16

C

onfir

mat

ion

of e

xist

ing/

reha

bilit

ated

irr

igat

ion

faci

litie

s

G

rasp

of p

rese

nt w

ater

use

Expl

anat

ion

and

disc

ussi

on o

n w

ater

di

strib

utio

n m

etho

ds a

nd ir

rigat

ion

sche

dule

Dat

a co

llect

ion

of re

cord

kee

ping

s on

wat

er

man

agem

ent

7.

Baw

i Sch

eme

Riv

er D

iver

sion

July

12,

200

8 1)

Stu

dy T

eam

2)

DoI

Sta

ff 3)

Com

mitt

ee M

embe

r 4)

AED

C/A

EDO

5)

IO

from

DA

O

6) O

ther

s Tota

l

2 - 1 - 2 - 5

C

onfir

mat

ion

of e

xist

ing/

reha

bilit

ated

irr

igat

ion

faci

litie

s

3-

day

rota

tiona

l irr

igat

ion

syst

ems

for r

ight

and

left

irrig

atio

n ar

eas

loca

ted

on th

e bo

th b

anks

of t

he

Baw

i riv

er. T

he d

irect

obj

ectiv

e ar

eas

for t

he B

awi s

chem

e is

3.5

ha

for N

o.

5 su

b-sc

hem

e an

d 2.

8 ha

for N

o.7

sub-

sche

me,

out

of t

he to

tal B

awi

irrig

atio

n ar

eas o

f 14.

7 ha

cov

ered

by

12 d

iver

sion

wei

r

Rec

ord

keep

ing

way

s on

wat

er

man

agem

ent f

orN

o.5

and

No.

7 su

b-

sche

mes

Ef

fect

ive

and

smoo

th im

plem

enta

tion

of

agre

ed ro

tatio

nal i

rrig

atio

n w

ater

supp

ly

for r

ight

and

left

bank

are

as o

f the

Baw

i riv

er in

a c

oord

inat

ed m

anne

r.

Und

erta

king

of p

erio

dica

l (w

eekl

y ba

sis)

re

cord

kee

ping

s on

wat

er m

anag

emen

t by

Com

mitt

ee m

embe

rs. T

he fo

rm o

f the

re

cord

kee

ping

s has

alre

ady

been

giv

en to

th

e C

omm

ittee

mem

bers

by

the

Stud

y Te

am.

June

3, 2

008

1) S

tudy

Tea

m

2) D

oI S

taff

3) C

omm

ittee

Mem

ber

4) A

EDC

/AED

O

5) I

O fr

om D

AO

6)

Oth

ers To

tal

2 1 10

- 1 1 15

C

onfir

mat

ion

of e

xist

ing/

reha

bilit

ated

irr

igat

ion

faci

litie

s

Gra

sp o

f pre

sent

wat

er u

se

Ex

plan

atio

n an

d di

scus

sion

on

wat

er

dist

ribut

ion

met

hods

and

irrig

atio

n sc

hedu

le

Es

tabl

ishm

ent o

f rot

atio

nal i

rrig

atio

n sy

stem

s cou

pled

with

seco

ndar

y ca

nal

alig

nmen

t dec

isio

ns a

t far

m le

vel

C

olle

ctio

n of

reco

rd k

eepi

ngs o

n w

ater

m

anag

emen

t

Inst

ruct

ion

of d

rain

age

impr

ovem

ent

met

hods

at f

ield

leve

l

8.

Chi

bwan

a Sc

hem

e R

iver

Div

ersi

on

July

2, 2

008

1) S

tudy

Tea

m

2) D

oI S

taff

3) C

omm

ittee

Mem

ber

4) A

EDC

/AED

O

5) I

O fr

om D

AO

6)

Oth

er To

tal

2 - 3 2 - - 7

C

onfir

mat

ion

of e

xist

ing/

reha

bilit

ated

irr

igat

ion

faci

litie

s

Gra

sp o

f pre

sent

wat

er u

se

Ex

plan

atio

n an

d di

scus

sion

on

wat

er

dist

ribut

ion

met

hods

Way

s of r

ecor

d ke

epin

g on

wat

er

man

agem

ent.

5-

day

rota

tiona

l irr

igat

ion

syst

ems

for a

rea

of 3

4.0

ha c

over

ed b

y 6

divi

sion

box

es, o

ut o

f the

tota

l irr

igat

ion

area

s of 8

5.0

ha

Irr

igat

ion

wat

er su

pply

met

hods

by

mea

ns o

f sec

onda

ry c

anal

syst

ems

regu

late

d by

div

isio

n bo

xes

R

ecor

d ke

epin

g w

ays o

n w

ater

m

anag

emen

t for

the

sche

mes

Ef

fect

ive

and

smoo

th im

plem

enta

tion

of

agre

ed ro

tatio

nal i

rrig

atio

n w

ater

supp

ly

for 6

-rota

tiona

l are

as (t

otal

are

a of

34

ha)

in a

coo

rdin

ated

man

ner.

C

lean

ing

and

exca

vatio

n of

seco

ndar

y irr

igat

ion

cana

ls o

f No.

3 an

d N

o.5

U

nder

taki

ng o

f per

iodi

cal (

wee

kly

basi

s)

reco

rd k

eepi

ngs o

n w

ater

man

agem

ent b

y C

omm

ittee

mem

bers

, esp

ecia

lly m

ain

cana

l wat

er d

epth

at t

he in

stal

led

staf

f ga

uge.

The

form

of t

he re

cord

kee

ping

s ha

s alre

ady

been

giv

en to

the

Com

mitt

ee

mem

bers

by

the

Stud

y Te

am.

Pr

ovis

ion

of sa

nd-g

ags a

t div

ersi

on w

eir

site

to ra

ise

up w

ater

leve

l of t

he S

umul

u riv

er

4-144

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1/3

Tabl

e A4-

1(2)

Trai

ning

Rep

ort o

n W

ater

Man

agem

ent (

Bet

hani

1/2

)

1.

Nam

e of

Sch

eme

: Bet

hani

Irrig

atio

n Sc

hem

e (M

z-11

) 2.

D

ate/

Perio

d : J

une

10 a

nd 1

1, 2

008

3.

Atte

ndan

ts to

Tra

inin

g W

orks

hop;

1)

JI

CA

Stud

y Te

am

: Wat

er M

anag

emen

t Exp

ert (

1) &

Loc

al (1

) 2)

D

oI S

taff

: Ass

ista

nt Ir

rigat

ion

Offi

cer (

1)

3)

Farm

ers C

omm

ittee

: C

omm

ittee

Mem

ber,

Tota

l (8)

= M

(7) +

F (1

)

4)

AED

O/A

EDC

: A

EDO

and

Sta

ff (2

), M

huju

EPA

5)

IO

from

DA

O

: Irr

igat

ion

Offi

cer (

1), R

umph

i DA

O

4.

Out

lines

of T

rain

ing

Wor

ksho

p :

Item

D

escr

iptio

ns

1 Tr

aini

ng M

odul

e O

utlin

e of

the

Sche

me

Exi

stin

g/re

habi

litat

ed ir

rigat

ion

faci

litie

s

Wat

er M

anag

emen

t Dis

tribu

tion

and

Rot

atio

n W

ater

Man

agem

ent R

ecor

d K

eepi

ng

1.

Out

line

of S

chem

e (a

) W

ater

Sou

rces

; Luv

iri R

iver

(b

) Sc

hem

e Are

as; B

etha

ni-A

are

a (8

ha)

and

Bet

hani

-B a

rea

(14

ha)

(c

) Sy

stem

; pip

e lin

es a

nd e

arth

en o

pen

cana

ls, o

f whi

ch d

esig

ned

disc

harg

es a

re 2

8 lit

/sec

, and

ass

umed

to

brin

g en

ough

am

ount

s to

each

are

a.

2.

Exi

stin

g/R

ehab

ilita

ted

dive

rsio

n w

eir

and

mai

n ca

nals

(a

) B

etha

ni-A

; (

800

m),

and

9 D

istri

butio

n St

ruct

ures

(b

) B

etha

ni-B

; (

1,30

0 m

), an

d 14

Dis

tribu

tion

Stru

ctur

es

(c)

Con

ditio

n of

Dis

tribu

tion

Stru

ctur

es; g

ood

exce

pt 1

0 th

at n

eed

stop

-logs

for e

asy

wat

er d

istri

butio

n.

Plyw

ood

for f

abric

atio

n ha

d al

read

y pr

ovid

ed b

y St

udy

Team

on

10th

and

13th

June

200

8.

3.

Wat

er M

anag

emen

t Dis

trib

utio

n an

d R

otat

ion

(a)

Cur

rent

Rot

atio

n; 3

-day

rota

tion

for B

etha

ni-A

are

a an

d 4-

day

rota

tion

for B

etha

ni-B

are

a, re

fer t

o fig

. 2.

Thes

e w

ere

disc

usse

d an

d ar

rang

ed w

ith fa

rmer

gro

ups.

(b)

Prop

oses

Rot

atio

n; 4

-day

rota

tion

for B

etha

ni B

, i.e

. con

side

ring

the

area

pla

nted

. (c

) Pr

opos

ed m

etho

d of

dis

tribu

tion;

on

the

basi

s of d

istri

butio

n st

ruct

ures

for e

asy

chec

k up

and

mai

nten

ance

. (d

) C

ondi

tion

of W

ater

Man

agem

ent;

poor

, low

er a

reas

of B

etha

ni B

, had

not

bee

n irr

igat

ed in

the

dry

seas

on

(e)

Dry

Sea

son

crop

ping

; maj

or c

rops

are

mai

ze, o

nion

, cab

bage

, mus

tard

, etc

.

4.

Wat

er M

anag

emen

t Rec

ord

Kee

ping

a)

C

olle

ctio

n M

etho

ds; i

nstru

ctio

ns w

ere

give

n to

the

farm

ers g

roup

s. b)

O

utpu

t; A

t the

tim

e of

vis

it th

e Se

cret

ary

had

not b

roug

ht th

e re

port

with

him

. How

ever

, the

Stu

dy T

eam

w

as m

uch

assu

red

of th

e re

cord

ings

syst

emat

ical

ly, a

nd w

as a

gree

d th

at th

e re

cord

s wou

ld b

e ch

ecke

d la

ter.

c)

N

ew fo

rmat

of t

he re

cord

kee

ping

s; w

ritte

n in

loca

l dia

logu

e of

“C

hich

ewa”

and

“Tu

mbu

ka”

was

pro

vide

d to

the

Com

mitt

ee m

embe

r to

star

t rec

ords

from

June

200

8.

2 In

put/P

rocu

red

Mat

eria

ls fo

r the

Tra

inin

g

1.

Dra

win

gs; i

ndic

atin

g pr

opos

ed ro

tatio

nal i

rrig

atio

n sy

stem

2.

Pl

ywoo

d (1

2mm

thic

k), 2

44 b

y 12

4 cm

for s

top-

logs

pro

visi

on. S

elec

ted

dist

ribut

ion

stru

ctur

es fo

r the

sto

p-lo

gs

wer

e; A

4S, A

6S, A

7SA

8S a

nd A

9S fo

r Bet

hani

-A, a

nd B

6S, B

8S, B

9S, B

11M

, and

B15

S fo

r Bet

hani

-B.

3 O

utco

mes

of t

he T

rain

ing

1.

Far

mer

s’ gr

oup

wor

k sc

hedu

le

a.

Stop

log

Mak

ing;

Cut

ting

the

ply

woo

d to

mak

e st

op-lo

gs; J

une

11th

,200

8 to

June

14t

h, 2

008

b.

De-

silti

ng a

nd C

lear

ing

of C

anal

; Bet

hani

A, f

rom

stru

ctur

e N

o.6

to N

o. 9

from

June

16t

h, 2

008

c.

De-

silti

ng; B

etha

ni B

, 20

m o

f pip

e af

ter t

he st

ruct

ure

and

cana

l exc

avat

ion

;with

in 1

6th to

20th

June

, 200

8

4-145

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69/3

Item

D

escr

iptio

ns

2.

C

omm

ents

; IO

from

Rum

phi D

AO

com

men

ted

on th

e er

osio

n pr

oble

m a

t the

site

of t

he ri

ver c

ross

ing

stru

ctur

es,

and

said

the

DA

O o

ffice

wou

ld lo

ok in

to it

4

Far

mer

’s G

roup

Opi

nion

/ Sug

gest

ions

and

thei

r co

mm

ents

1.

Pr

opos

ed W

ater

Man

agem

ent

Rot

atio

ns; t

he f

arm

er g

roup

s w

elco

med

the

idea

and

are

ver

y m

uch

will

ing

to

follo

w th

e su

gges

ted/

prop

osed

rota

tiona

l sys

tem

s met

hods

(see

Item

1 a

bove

). 5

Req

uest

ed C

ontin

uous

Rec

ordi

ngs

a.

Rec

ordi

ngs o

f des

ign

disc

harg

e an

d es

timat

ed g

ross

irrig

atio

n w

ater

requ

irem

ents

(GW

R) (

wee

kly

basi

s)

b. R

ecor

ding

s of l

ocat

ion

of ir

rigat

ion

area

and

irrig

ated

are

a (w

eekl

y ba

sis)

c.

Rec

ordi

ngs o

f wat

er su

rplu

s or s

horta

ge c

ondi

tions

(wee

kly

basi

s)

d. R

ecor

ding

s of f

arm

ing

activ

ities

and

enc

ount

ered

pro

blem

s (w

eekl

y ba

sis)

e.

Tab

le1

show

s the

reco

rd k

eepi

ng fo

rm w

ritte

n in

Eng

lish

vers

ion.

6

Oth

ers

Non

e.

La

yout

Map

of E

xist

ing

and

Prop

osed

Irrig

atio

n Sy

stem

for B

etha

ni Ir

rigat

ion

Sche

me

(Mz-

11)

4-146

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70/3

La

yout

Map

of R

otat

iona

l Sup

ply

Plan

for B

etha

ni Ir

rigat

ion

Sche

me

(Mz-

11)

4-147

Page 214: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Tabl

e A4-

1(3)

Tr

aini

ng R

epor

t on

Wat

er M

anag

emen

t (B

etha

ni 2

/2)

1.

Nam

e of

Sch

eme

: B

etha

ni Ir

rigat

ion

Sche

me

(Mz-

11)

2.

Dat

e/Pe

riod

: J

uly

22, 2

008

3.

Plac

e of

Tra

inin

g

:

B

etha

ni Ir

rigat

ion

Sche

me

Site

4.

A

ttend

ants

to T

rain

ing

Wor

ksho

p :

1)

JI

CA

Stud

y Te

am

: W

ater

Man

agem

ent E

xper

t (1)

and

Loc

al (1

) 2)

D

oI S

taff

: A

bsen

t 3)

Fa

rmer

s Com

mitt

ee

: C

omm

ittee

Mem

bers

, Tot

al (7

) = M

(7) +

F (0

)

4)

AED

C/A

EDO

:

AED

O (1

), M

hunj

u EP

A

5)

IO fr

om D

AO

:

AIO

(1),

Rum

phi D

AO

6)

O

ther

s

: N

one

5.

O

utlin

es o

f Tra

inin

g W

orks

hop

: Ite

m

Des

crip

tions

1.

Tra

inin

g M

odul

e -

Reh

abili

tatio

n W

orks

-

Wat

er

Man

agem

ent

and

Wat

er

Dis

tribu

tion

Rot

atio

n -

W

ater

M

anag

emen

t R

ecor

d K

eepi

ng

1.

Reh

abili

tatio

n W

orks

(a

) W

ater

Lea

kage

at B

etha

ni-A

Mai

n C

anal

; obs

erve

d fr

om th

e bo

ttom

of t

he m

ain

cana

l at t

he im

med

iate

ups

tream

of r

oad

cros

sing

due

to a

nt-h

oles

,

(b)

Reh

abili

tatio

n D

ates

for t

he C

anal

; sta

rted

sinc

e Ju

ly 2

1, 2

008.

(c

) Ex

tent

of D

amag

e; A

ccor

ding

to th

e A

ssis

tant

Irrig

atio

n O

ffice

r, R

umph

i DA

O, i

t was

est

imat

ed a

t 110

m w

ith u

sage

s of

16

0 m

m o

f PV

C p

ipes

. (d

) R

ehab

ilita

tion

wor

ks o

f riv

er c

ross

ing

at a

n im

med

iate

ups

tream

of

Zone

-4 e

xten

sion

are

a in

Bet

hani

-B;

exca

vatio

n w

orks

of m

ain

cana

l wer

e im

plem

ente

d un

der t

he su

perv

isio

n of

Irrig

atio

n O

ffice

r of t

he R

umph

i DA

O.

(e

) R

ecom

men

datio

n fo

r Zon

e-4

reha

bilit

atio

n; p

art o

f the

exc

avat

ed m

ain

cana

l is

obse

rved

to b

e re

vers

e gr

adie

nt in

slo

pe

henc

e ad

ditio

nal a

ssis

tanc

es a

nd su

perv

isio

ns b

y irr

igat

ion

offic

er in

Rum

phi D

AO

will

be

need

ed.

2.

Wat

er M

anag

emen

t and

Dis

trib

utio

n R

otat

ion

(a)

Irrig

atio

n w

ater

supp

ly; i

rrig

atio

n w

ater

supp

ly in

Bet

hani

-A a

reas

was

stop

ped

due

to c

anal

reha

bilit

atio

n w

orks

. (b

) W

ater

Rot

atio

n; B

etha

ni-B

are

as, w

ater

is fu

lly s

uppl

ied

to th

e Zo

ne-2

are

a de

pend

ing

on th

e pr

opos

ed 4

-day

rota

tiona

l w

ater

supp

ly sy

stem

s.

(c)

Dis

tribu

tion

Met

hods

; ex

plan

atio

ns a

nd d

iscu

ssio

ns o

n w

ater

dis

tribu

tion

met

hods

wer

e al

so m

ade

to t

he f

arm

ers’

repr

esen

tativ

es.

3.

Wat

er M

anag

emen

t Rec

ord

Kee

ping

(a

) O

bjec

tives

of

Rec

ord

keep

ing;

add

ition

al e

xpla

natio

ns o

n th

e ob

ject

ives

and

met

hods

wer

e m

ade

to th

e ne

wly

ele

cted

C

omm

ittee

Mem

bers

of t

he sc

hem

e.

2. I

nput

/Pro

cure

d M

ater

ials

fo

r Tr

aini

ng

3. O

utco

mes

of t

he T

rain

ing

1.

Wat

er M

anag

emen

t Les

sons

from

the

Chi

woz

a D

am Ir

riga

tion

Sche

me

Tour

(Jul

y 17

, 200

8).

Bet

hani

Com

mitt

ee m

embe

rs w

ere

grat

eful

for t

he to

ur a

nd p

oint

ed o

ut th

e fo

llow

ing

obse

rvat

ions

; (a

) Th

e C

hiw

oza

farm

ers a

re v

ery

orga

nize

d an

d w

ork

as o

ne p

eopl

e.

(b)

The

Chi

woz

a fa

rmer

s are

har

d w

orki

ng d

espi

te th

e co

nditi

on o

f the

ir sa

ndy

soils

. (c

) Th

eir p

rogr

ams i

n m

anur

e m

akin

g ar

e so

adv

ance

d an

d th

ey a

re c

omm

itted

in m

anur

e m

akin

g.

(d)

The

way

s of w

ater

app

licat

ion

durin

g irr

igat

ion

is so

org

aniz

ed a

nd sy

stem

atic

.

4-148

Page 215: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Item

D

escr

iptio

ns

(e)

The

Chi

woz

a C

omm

ittee

is st

rong

in te

rms o

f the

lead

ersh

ip.

2.

Act

ions

Tak

en a

fter

the

Tour

(a

) A

s a re

sult

of th

is to

ur, t

he B

etha

ni fa

rmer

dec

ided

to e

lect

a n

ew c

omm

ittee

, and

this

hap

pene

d on

the

July

8, 2

008.

(b

) Th

ey w

ill h

old

a m

eetin

g on

Jul

y 25

, 200

8 to

sha

re w

ith a

ll th

e fa

rmer

s w

hat t

he C

omm

ittee

lear

nt fr

om C

hiw

oza

Dam

sc

hem

e, a

nd h

ow th

ey c

an p

rom

ote

it in

the

Bet

hani

sche

me.

4.

Far

mer

’s

Gro

up

Opi

nion

/ Su

gges

tions

5. C

ontin

uous

Rec

ord

Kee

ping

s

6.

Oth

ers

4-149

Page 216: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Tabl

e A4-

1(4)

Trai

ning

Rep

ort o

n W

ater

Man

agem

ent (

Man

tha

1/2)

1.

N

ame

of S

chem

e :

Man

tha

Irrig

atio

n Sc

hem

e (M

z-4)

2.

D

ate/

Perio

d :

Jun

e 18

, 200

8 3.

Pl

ace

of T

rain

ing

: M

anth

Irrig

atio

n Sc

hem

e Si

te

4.

Atte

ndan

ts to

Tra

inin

g W

orks

hop

: 1)

JI

CA

Stud

y Te

am

: W

ater

Man

agem

ent E

xper

t (1)

and

Loc

al (1

)

4

) A

EDC

/AED

O

:

AED

O, L

uwel

ezi E

PA

2)

DoI

Sta

ff :

Abs

ent

5)

IO

from

DA

O

:

IO a

nd A

IO (2

), M

zim

ba D

AO

3)

F

arm

ers C

omm

ittee

:

Com

mitt

ee M

embe

rs, T

otal

(4) =

M (3

) + F

(1)

5.

Out

lines

of T

rain

ing

Wor

ksho

p :

Item

D

escr

iptio

ns

1.

Trai

ning

Mod

ule

Pum

ping

Sys

tem

F

ield

Stu

dy o

n Ir

rigat

ion

Faci

litie

s C

urre

nt Ir

rigat

ion

Wat

er S

uppl

y C

rop

Prac

tices

W

ater

Man

agem

ent a

nd R

otat

ion

Wat

er M

anag

emen

t and

Rec

ord

Kee

ping

1.

Pum

ping

Sys

tem

(a

) C

hara

cter

istic

s of t

he R

epai

red

Pum

p; G

reav

es L

td. I

n In

dia,

41H

p, 1

,800

rpm

, bor

e di

a =

152

mm

.

(b)

Pipe

line;

alu

min

um p

ipe

200

m ,

dia

= 14

0 m

m

(c)

Mai

n C

anal

; bric

k lin

ed (2

85 m

),

(d)

Oth

er S

truct

ures

; 1 d

iver

sion

box

, fiv

e tu

rn-o

uts,

and

thre

e pi

pe g

ully

cro

ssin

g st

ruct

ures

2.

F

ield

Stu

dy R

esul

ts o

n Ir

riga

tion

faci

litie

s. a)

O

verf

low

ing;

the

lifte

d di

scha

rges

by

pum

p ov

erflo

wed

in th

e ca

nal

b)

Se

epag

e; fr

om th

e lin

ed c

anal

was

obs

erve

d, w

hen

pum

p op

erat

ion

was

test

ed

c)

Bac

kfill

; par

t of m

ain

cana

l is p

rote

cted

by

the

back

fill s

oils

. d)

C

rack

s; o

bser

ved

in th

e so

me

parts

of t

he m

ain

cana

l, es

peci

ally

imm

edia

te b

efor

e fir

st g

ully

cro

ssin

g. T

hese

cr

acks

mig

ht b

e ca

used

by

eros

ion

of f

ound

atio

n of

can

al-b

ed p

ortio

ns d

ue t

o flo

od d

isch

arge

s at

gul

ly

cros

sing

. e)

C

omm

ents

for t

he C

rack

s; th

ese

porti

ons s

houl

d be

reha

bilit

ated

bef

ore

stat

ing

2008

dry

seas

on c

rops

. 3.

C

urre

nt Ir

riga

tion

Wat

er S

uppl

y.

(a)

Wat

er C

onve

yanc

e; n

o w

ater

con

veya

nce

in th

e sc

hem

e at

pre

sent

due

to u

nfin

ishe

d w

ork

that

had

bee

n do

ne in

th

e re

pairi

ng o

f the

pum

p.

(b)

Cur

rent

si

tuat

ion;

pu

mp

faci

litie

s w

ere

repa

ired,

an

d th

ey

are

pres

ently

fu

nctio

ning

, al

thou

gh

som

e re

habi

litat

ion

wor

ks w

ould

be

need

ed a

s men

tione

d ab

ove.

(c

) Fa

rmer

s O

pini

ons;

Und

er t

he s

ituat

ions

, the

far

mer

’s gr

oup

is w

aitin

g fo

r ap

prop

riate

ins

truct

ions

fro

m t

he

Stud

y Te

am fo

r adj

ustm

ents

of p

ump

oper

atio

n sp

eed

to re

duce

the

pum

p ca

paci

ty.

(d

) Fa

rmer

s Pla

ns; a

fter s

olvi

ng th

ese

prob

lem

s the

gro

up is

pla

nnin

g to

star

t the

dry

seas

on c

ropp

ing

4.

Cro

p Pr

actic

es

(a)

Land

pre

para

tion

wor

ks fo

r dry

seas

on; s

tarte

d fr

om th

e be

ginn

ing

of A

pril.

(b

) M

ajor

Cro

ps; f

or d

ry se

ason

cro

ppin

g ar

e m

aize

, bea

ns, t

omat

o, v

eget

able

, sug

arca

ne, e

tc.

5.

W

ater

Man

agem

ent a

nd R

otat

ion.

(a

) Pr

opos

ed W

ater

Dis

tribu

tion

Rot

atio

n; 4

-day

rota

tion

irrig

atio

n m

etho

ds fo

r 4-r

otat

ion

bloc

ks w

ere

prop

osed

to

the

sche

me

4-150

Page 217: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Item

D

escr

iptio

ns

(b)

Bas

is fo

r the

Rot

atio

n; b

ased

on

the

crop

eva

po-tr

ansp

iratio

n (E

Tc) a

nd re

adily

ava

ilabl

e so

il m

oist

ure

(RA

M).

(c)

Trai

ning

for

the

Rot

atio

n; e

xpla

natio

n an

d di

scus

sion

s on

the

met

hods

wer

e m

ade

to t

he r

epre

sent

ativ

e of

fa

rmer

’s g

roup

(ref

er to

Fig

ure

4).

(d

) Ef

fect

iven

ess

of t

he R

otat

ions

; th

e St

udy

Team

em

phas

ized

the

Com

mitt

ee m

embe

r’s c

oope

ratio

n an

d un

ders

tand

ings

to c

arry

out

the

met

hods

effe

ctiv

ely

and

smoo

thly

am

ong

the

rota

tion

bloc

ks.

6.

Wat

er M

anag

emen

t Rec

ord

Kee

ping

a)

C

olle

ctio

n M

etho

ds; i

nstru

ctio

ns h

ad b

een

give

n to

the

farm

ers g

roup

s. b)

O

utpu

t; N

othi

ng h

ad b

een

colle

cted

sinc

e th

e Se

cret

ary

was

abs

ent.

The

Cha

irman

con

firm

ed o

f the

ir ex

iste

nce.

c)

Fi

xed

Dat

es fo

r Col

lect

ion;

with

in th

e fo

llow

ing

wee

k or

pas

sed

on to

any

mon

itorin

g te

am m

embe

r tha

t wou

ld

visi

t to

the

sche

me.

2.

In

put/P

rocu

red

Mat

eria

ls fo

r Tra

inin

g

1.

Dra

win

gs; i

ndic

atin

g pr

opos

ed ro

tatio

nal i

rrig

atio

n sy

stem

s. 2.

D

raft

Tech

nica

l Man

ual;

for t

he fa

rmer

s in

rega

rd to

wat

er m

anag

emen

t and

dra

inag

e sy

stem

s at f

arm

leve

l. 3.

O

utco

mes

of t

he T

rain

ing

1.

Will

ingn

ess o

f Far

mer

s to

follo

w W

ater

Dis

trib

utio

n R

otat

ion

(a)

The

farm

ers a

re w

illin

g to

ado

pt th

e pr

opos

ed ro

tatio

nal i

rrig

atio

n sy

stem

as p

er su

gges

ted

by th

e St

udy

Team

.

2.

Wor

k Sc

hedu

le (F

arm

ing)

(a

) Fa

rmer

s w

ill s

tart

plan

ting

for

dry

seas

on c

ropp

ing

once

the

eng

ine

wou

ld b

e ad

just

ed a

nd i

ts p

rope

r us

e de

mon

stra

ted

to th

em.

3.

Exc

avat

ion

of th

e re

mai

ning

par

t of t

he M

ain

Can

al.

a)

The

farm

ers a

gree

d to

fini

sh th

e w

ork

befo

re st

artin

g th

e dr

y se

ason

cro

ppin

g.

4.

Farm

er’s

Gro

up O

pini

on/

Sugg

estio

ns a

nd

thei

r res

pons

es

3.

Trai

ning

on

crop

man

agem

ent a

nd m

arke

ting

(a

) R

eque

sted

trai

ning

for s

ome

dry

crop

s yet

to b

e gr

own

such

as g

arlic

and

gre

en b

eans

. 5.

R

eque

sted

Con

tinuo

us R

ecor

ding

s

1.

Rec

ordi

ngs o

f wat

er le

vel o

f the

Luw

elez

i Riv

er (d

aily

bas

is)

2.

Rec

ordi

ngs o

f wat

er su

pply

con

ditio

n su

ch a

s loc

atio

n of

irrig

atio

n ar

ea, i

rrig

ated

are

a, G

WR

, (da

ily b

asis

) 3.

R

ecor

ding

s of p

ump

oper

atio

n (a

ctua

l hea

d, p

ump

disc

harg

e, p

ump

oper

atio

n hr

s and

fuel

con

sum

ptio

n, (d

aily

bas

is)

4.

Rec

ordi

ngs o

f wat

er su

rplu

s or s

horta

ge c

ondi

tions

(dai

ly b

asis

) 5.

R

ecor

ding

s of f

arm

ing

activ

ities

and

enc

ount

ered

pro

blem

s (w

eekl

y ba

sis)

6.

Ta

ble

2 sh

ows t

he re

cord

kee

ping

form

writ

ten

in E

nglis

h ve

rsio

n.

6.

Oth

ers

1.

Stud

y Te

ams’

Rec

omm

enda

tions

(a

) Pr

ovis

ion

of s

impl

e w

eir;

to r

aise

wat

er le

vel i

n th

e Lu

wel

ezi r

iver

at t

he p

ump

suct

ion

poin

t to

prev

ent f

rom

ga

lling

impe

ller o

f pum

p by

mea

ns o

f by

the

river

sedi

men

ts.

(b)

Prov

isio

n of

sim

ple

hut;

with

that

ched

roo

f to

kee

p pu

mp

faci

litie

s w

hile

in u

se d

urin

g w

inte

r se

ason

at t

he

pum

ping

site

(c

) Th

e fa

rmer

s ha

ve p

lant

ed b

eans

and

mus

tard

at t

he lo

wer

are

as o

f th

e sc

hem

e, r

elyi

ng o

n re

sidu

al m

oist

ure.

Th

ese

are

plan

ted

in n

urse

ry b

eds

of 0

.1 h

a, a

nd te

n nu

rser

ies

of th

em m

ake

it po

ssib

le f

or c

ultiv

atio

n of

an

appr

oxim

ate

area

of o

ne h

ecta

re.

4-151

Page 218: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Layo

ut M

ap o

f Pro

pose

d Irr

igat

ion

Syst

em fo

r Man

tha

Irrig

atio

n Sc

hem

e (M

z-4)

La

yout

Map

of R

otat

iona

l Wat

er S

uppl

y Pl

an fo

r Man

tha

Irrig

atio

n Sc

hem

e (M

z-4)

4-152

Page 219: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Tabl

e A4-

1(5)

Trai

ning

Rep

ort o

n W

ater

Man

agem

ent (

Man

tha

2/2)

1.

Nam

e of

Sch

eme

: M

anth

a Ir

rigat

ion

Sche

me

(Mz-

4)

2.

Dat

e/Pe

riod

: J

uly

9, 2

008

3.

Plac

e of

Tra

inin

g

:

Man

tha

Irrig

atio

n Sc

hem

e 4.

A

ttend

ants

to T

rain

ing

Wor

ksho

p :

1)

JI

CA

Stud

y Te

am

: W

ater

Man

agem

ent E

xper

t (1)

2)

D

oI S

taff

: A

bsen

t 3)

Fa

rmer

s Com

mitt

ee

: C

omm

ittee

Mem

bers

, Tot

al (5

)=M

(5) +

F (0

)

4)

AED

C/A

EDO

: A

EDC

(1) a

nd A

EDO

(1),

Luw

elez

i EPA

5)

IO

from

DA

O :

Abs

ent

5.

Out

lines

of T

rain

ing

Wor

ksho

p :

Item

D

escr

iptio

ns

1.

Trai

ning

Mod

ule

R

e-in

stal

latio

n of

Con

veya

nce

Syst

em

M

aint

enan

ce W

orks

Farm

Pra

ctic

es

W

ater

Man

agem

ent

1.

Rei

nsta

llatio

n of

Con

veya

nce

Syst

em.

(a)

Con

veya

nce

pipe

s of 2

00m

(alu

min

um p

ipes

, dia

= 1

40 m

m) a

nd d

irect

ion

chan

ged

(b

) D

ate;

July

4, 2

008.

2.

M

aint

enan

ce W

orks

; (a

) Th

ree

gully

cro

ssin

g st

ruct

ures

with

pip

es w

ere

build

up

as fo

llow

s;

Gul

ly

Cro

ssin

g O

rigin

al

Reh

abili

tate

d

No.

1 1

PVC

(130

mm

) 2

Alu

m. (

130

mm

) N

o.2

1 PV

C (1

30 m

m)

1 PV

C (1

30 m

m),

2 A

lum

. (10

0 m

m)

No.

3 1

PVC

(130

mm

) 1

PVC

(130

mm

), 2

Alu

m. (

100

mm

) 3.

Fa

rm P

ract

ices

(a

) D

ry S

easo

n; la

nd c

lean

ing

and

prep

arat

ion

wor

ks fo

r win

ter s

easo

n cr

oppi

ng h

ave

been

don

e at

a

part

of a

reas

,

4.

Wat

er M

anag

emen

t (a

) W

ater

supp

ly; n

ot y

et st

arte

d.

(b)

Sche

dule

d pe

riod

for I

rrig

atio

n; fa

rmer

s ha

ve a

sch

edul

e to

irrig

ate

Zone

No.

1 z

one

on J

uly

15,

2008

in se

ries,

(c

) Pr

opos

ed R

otat

ion;

4-d

ay ro

tatio

nal i

rrig

atio

n

2.

Inpu

t/Pro

cure

d M

ater

ials

for T

rain

ing

3.

O

utco

mes

of t

he T

rain

ing

4.

Fa

rmer

’s G

roup

Opi

nion

/ Sug

gest

ions

and

The

ir R

eplie

s

5.

Con

tinuo

us R

ecor

d K

eepi

ngs r

eque

sted

by

Stud

y Te

am to

Far

mer

’s G

roup

6.

Oth

ers

4-153

Page 220: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Tabl

e A4-

1(6)

Trai

ning

Rep

ort o

n W

ater

Man

agem

ent (

Chi

woz

a 1/

2)

1.

Nam

e of

Sch

eme

: C

hiw

oza

Dam

Irrig

atio

n Sc

hem

e (K

as-4

6)

2.

Dat

e/Pe

riod

: J

une

12, 2

008

3.

Plac

e of

Tra

inin

g

:

C

hiw

oza

Dam

Irrig

atio

n Sc

hem

e Si

te

4.

Atte

ndan

ts to

Tra

inin

g W

orks

hop

:

1)

JIC

A St

udy

Team

:

Wat

er M

anag

emen

t Exp

ert (

1) a

nd L

ocal

(1)

2)

DoI

Sta

ff :

Irr

igat

ion

Offi

cer (

1)

3)

Farm

ers C

omm

ittee

:

Com

mitt

ee M

embe

rs, T

otal

(4) =

M (2

) + F

(2)

4)

AED

C/A

EDO

: A

bsen

t 5)

IO

from

DA

O

: AIO

(1),

Kas

ungu

DA

O

5.

Out

lines

of T

rain

ing

Wor

ksho

p :

Item

D

escr

iptio

ns

1)

Trai

ning

Mod

ule

- Chi

woz

a Sc

hem

e La

yout

- P

umpi

ng S

yste

m

- Cro

ppin

g - W

ater

Man

agem

ent a

nd R

otat

ion

Dis

tribu

tion

- Res

ervo

ir R

ule

Cur

ve

- Res

ervo

ir C

ondi

tion

- Wat

er M

anag

emen

t Rec

ord

keep

ing

1.

Chi

woz

a Sc

hem

e L

ay-o

ut

(a)

Res

ervo

ir ch

arac

teris

tics;

cap

acity

of

47,0

00 m

3 , m

echa

nica

l an

d em

erge

ncy

spill

way

s, in

take

stru

ctur

e,

outle

t stru

ctur

e, p

ump

(SAT

E-30

, 10

Hp)

, con

veya

nce

pipe

, rig

ht a

nd le

ft m

ain

cana

ls a

nd tu

rn-o

uts.

(b)

Zone

s for

the

Irrig

ated

Are

a

(i)

Rig

ht B

ank

Pum

p irr

igat

ion

area

:

3.3

ha

(irrig

ated

by

right

mai

n ca

nal)

Gra

vity

irrig

atio

n ar

ea

: 2

.7 h

a (ir

rigat

ed b

y PV

C a

nd fl

exib

le p

ipes

) (ii

) L

eft B

ank

Pum

p irr

igat

ion

area

:

1.5

ha

(irrig

ated

by

left

mai

n ca

nal)

Gra

vity

irrig

atio

n ar

ea

: 2

.5 h

a (ir

rigat

ed b

y PV

C a

nd F

lexi

ble

pipe

s)

2.

Pum

ping

Sys

tem

(a

) Pu

mp

faci

litie

s; w

ere

plan

ned

to b

e in

stal

led

at t

he d

owns

tream

por

tion

of t

he o

utle

t st

ruct

ures

, cl

ose

to

Chi

suw

e riv

er,

(b

) C

urre

nt P

ump

Site

; pr

esen

tly p

lace

d on

the

res

ervo

ir em

bank

men

t at

rig

ht s

ide,

and

is

conn

ecte

d to

di

strib

utio

n st

ruct

ure

with

PV

C p

ipes

.

(c)

Prob

lem

rela

ted

to P

ump

Site

; acc

ordi

ng to

the

com

mitt

ee m

embe

r, sh

iftin

g th

e pu

mp

faci

litie

s to

the

left

side

on

the

emba

nkm

ent i

s har

d be

caus

e th

e pu

mp

does

not

hav

e w

heel

s. 3.

C

ropp

ing

a)

M

ajor

cro

ps fo

r dry

seas

on; m

aize

, pap

rika,

tom

ato,

cab

bage

, etc

.

4.

W

ater

Man

agem

ent a

nd R

otat

ion

Dis

trib

utio

n (a

) Pr

opos

ed R

otat

ion;

4-d

ay r

otat

ion

was

pro

pose

d to

the

farm

ers’

grou

p an

d ex

plan

atio

ns a

nd d

iscu

ssio

ns o

n th

e m

etho

ds w

ere

mad

e to

the

repr

esen

tativ

e of

the

Com

mitt

ee m

embe

rs.

(b

) B

asis

for

the

Rot

atio

n; t

he p

ropo

sed

days

of

the

rota

tion

wer

e de

rived

bas

ing

on t

he p

ropo

sed

ETc

and

typi

cal r

eadi

ly a

vaila

ble

moi

stur

e (R

AM

) of t

he so

ils.

5.

Res

ervo

ir R

ule

Cur

ve

(a)

Fun

ctio

n; a

ims a

t ope

ratin

g re

serv

oir e

ffect

ivel

y an

d m

inim

ize

risk

of c

rop

dam

age

due

to w

ater

shor

tage

s in

the

dry

seas

on, w

as e

xpla

ined

and

dem

onst

rate

d to

the

Com

mitt

ee m

embe

rs (r

efer

to F

igur

e A4-

1)

4-154

Page 221: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Item

D

escr

iptio

ns

(b) R

ecom

men

datio

ns fo

r Chi

woz

a R

eser

voir

(

i) W

et S

easo

n; fa

rmer

s can

use

10

ha la

nd fo

r irr

igat

ion

beca

use

of e

noug

h re

serv

oir i

nflo

w d

isch

arge

s. (ii

) Dry

Sea

son;

the

follo

win

g ap

plie

s for

thes

e ye

arly

con

ditio

ns

- N

orm

al y

ear,

iden

tifie

d by

the

rese

rvoi

r wat

er le

vel,

mai

ntai

ning

3.3

m o

n th

e st

aff g

auge

s by

the

end

of

May

. 46%

of t

he to

tal i

rrig

atio

n ar

ea (1

0 ha

), 4.

6ha

coul

d be

irrig

ated

. Thi

s is

due

to re

duce

d re

serv

oir

capa

city

. -

Dro

ught

yea

r, id

entif

ied

by th

e re

serv

oir w

ater

leve

l, st

artin

g to

dec

line

at th

e en

d of

Apr

il, o

nly

1.8

ha

of la

nd c

ould

be

irrig

ated

usi

ng r

eser

voir

wat

er r

esou

rces

. Thu

s, fa

rmer

s co

uld

cope

with

the

ris

k of

cr

op d

amag

e by

redu

cing

cro

ppin

g ar

eas i

n th

e se

ason

6.

R

eser

voir

Con

ditio

ns

(a)

Pres

ent

rese

rvoi

r w

ater

lev

el;

as o

f Ju

ne 1

2, 2

008

it w

as o

bser

ved

to b

e 2.

88 m

on

the

staf

f ga

uges

, i.e

. no

rmal

yea

r, (r

efer

to F

igur

e A4-

1).

7.

Wat

er M

anag

emen

t Rec

ord

Kee

ping

a)

C

olle

ctio

n of

Rec

ords

; Not

hing

had

bee

n co

llect

ed si

nce

the

Secr

etar

y w

as a

bsen

t. Th

e C

hairm

an c

onfir

med

of

thei

r exi

sten

ce.

b)

Fixe

d D

ates

for C

olle

ctio

n; w

ithin

the

follo

win

g w

eek

2)

In

put/P

rocu

red

Mat

eria

ls fo

r tra

inin

g 1.

D

raw

ings

indi

catin

g pr

opos

ed ro

tatio

nal i

rrig

atio

n sy

stem

s. 3)

O

utco

mes

of t

he T

rain

ing

1

Farm

ers

Will

ingn

ess

to a

dopt

the

Rot

atio

n Sy

stem

; ar

e ve

ry m

uch

will

ing

to a

dopt

the

sys

tem

s ho

wev

er t

hey

need

mor

e cl

arifi

catio

n ev

en t

houg

h th

ey h

ave

alre

ady

been

pra

ctic

ing

the

rota

tiona

l irr

igat

ion

met

hods

in t

he

sche

me.

4)

Fa

rmer

’s G

roup

Opi

nion

/ Sug

gest

ions

and

th

eir r

espo

nses

1.

Prop

osed

Act

ivity

; Exc

avat

ion

of th

e de

posi

ted

soils

in th

e re

serv

oir t

o in

crea

se it

s sto

rage

cap

acity

2.

C

halle

nge;

shor

tage

of P

VC

and

blu

e pi

pes

3.

Thre

at; t

akin

g tim

e of

the

pum

p to

star

t wor

king

5)

R

eque

sted

Con

tinuo

us R

ecor

ding

s

1.

Rec

ordi

ngs o

f Chi

woz

a da

m w

ater

leve

l and

stor

ed v

olum

e (d

aily

bas

is)

2.

Rec

ordi

ngs o

f wat

er su

pply

con

ditio

n su

ch a

s loc

atio

n of

irrig

atio

n ar

ea, i

rrig

ated

are

a, G

WR

, (da

ily b

asis

) 3.

R

ecor

ding

s of

wat

er s

uppl

y by

pum

p irr

igat

ion

such

as

loca

tion

of ir

rigat

ion

area

, irr

igat

ed a

rea,

GW

R, p

ump

oper

atio

n ho

urs a

nd c

onsu

mpt

ion

of fu

els(

daily

bas

is)

4.

Rec

ordi

ngs o

f wat

er su

rplu

s or s

horta

ge c

ondi

tions

(wee

kly

basi

s)

5.

Rec

ordi

ngs o

f far

min

g ac

tiviti

es a

nd e

ncou

nter

ed p

robl

ems (

wee

kly

basi

s)

6.

Tabl

e 3

show

s the

reco

rd k

eepi

ng fo

rm w

ritte

n in

Eng

lish

vers

ion.

6)

O

ther

s

1.

Req

uest

; St

udy

Team

requ

este

d th

e K

asun

gu D

AO

Irrig

atio

n O

ffice

r to

prep

are

topo

grap

hic

map

of t

he C

hiw

oza

Dam

Irrig

atio

n Sc

hem

e ba

sed

on th

e sp

ecifi

catio

n an

d w

ays

sugg

este

d by

the

Stud

y Te

am, i

n or

der t

o id

entif

y an

ac

quitt

al ir

rigab

le a

reas

and

pre

sent

land

-use

of t

he sc

hem

e.

4-155

Page 222: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Layo

ut M

ao o

f Ex

istin

g an

d Pr

opos

ed I

rrig

atio

n Sy

stem

s fo

r C

hiw

oza

Dam

Irr

igat

ion

Sche

me

(Kas

-46)

La

yout

Map

of

Rot

atio

nal W

ater

Sup

ply

Plan

for

Chi

woz

a D

am

Irrig

atio

n Sc

hem

e (K

as-4

6)

4-156

Page 223: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Norm

alYear

Dro

ugh

tYear

Very

Dro

ugh

tYear

2008-

2009

P =

1/1.2

5P

= 1

/5

P =

1/10

Mar

.1 2

3.2

53.2

53.2

53.2

5A

pr.

13.2

53.2

53.2

53.2

32

3.2

53.2

53.2

53.2

2M

ay1

3.2

53.0

33.0

73.1

82

3.2

52.8

52.8

93.1

3June

12.9

72.6

62.6

92.9

22

2.6

62.4

62.5

12.7

9July

12.2

92.2

42.2

82.6

62

2.0

22.0

72.1

2.5

3A

ug.

11.7

91.9

1.9

32.3

72

1.5

51.7

31.7

52.2

3Sept

.1

1.1

91.5

21.5

32.0

22

0.5

21.2

81.2

71.9

3O

ct.

11.1

20.9

80.9

51.7

42

1.3

80.5

90.3

91.5

6N

ov.

13.2

53.2

51.5

11.3

22

3.2

53.2

51.8

61.0

9D

ec.

13.2

53.2

53.1

20.9

12

3.2

53.2

53.2

50.9

2Jan

.1

3.2

53.2

53.2

51

23.2

53.2

53.2

51.1

5Feb.

13.2

53.2

53.2

52

3.2

53.2

53.2

5M

ar1

3.2

53.2

53.2

5 Irr

igat

ion a

rea

;

Sum

mer

(Wet)

Seas

on

Win

ter

(Dry

)Seas

on

10 h

a(100%)

4.6

ha

(46%)

D

rough

t Year

10 h

a(100%)

1.8

ha

(18%)

Fig

ure

A4-1

Chiw

oza

Dam

Rese

rvoir O

pera

tion R

ule

Curv

e a

nd 2

008-2009 A

ctu

al O

pera

tion R

esu

lt

Month

N

orm

al Y

ear

Cas

e

Wat

re L

eve

l (m

)

Rese

rvoir O

pera

tion R

ule

Curv

e a

nd 2

008-2009 A

ctu

al O

pera

tion R

esu

lt

0

0.51

1.52

2.53

3.5

Mar.

Apr.

May

June

July

Aug.

Sept.

Oct.

Nov.

Dec.

Jan.

Feb.

Mar

Month

Water Level (WL) (m)

Norm

al T

ear

Dro

ugh

t Year

Very

Dro

ugh

t Year

2008-2009

2008-2009

4-157

Page 224: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Tabl

e A4-

1(7)

Tra

inin

g R

epor

t on

Wat

er M

anag

emen

t (C

hiw

oza

2/2)

1.

Nam

e of

Sch

eme

:

C

hiw

oza

Dam

Irrig

atio

n Sc

hem

e 2.

D

ate/

Perio

d

: J

uly

14, 2

008

3.

Plac

e of

Tra

inin

g

:

C

hiw

oza

Dam

Irrig

atio

n Sc

hem

e Si

te

4.

Atte

ndan

ts to

Tra

inin

g W

orks

hop

:

1)

JIC

A St

udy

Team

: W

ater

Man

agem

ent E

xper

t (1)

and

Loc

al (1

) 2)

D

oI S

taff

: Abs

ent

3)

Farm

ers C

omm

ittee

: C

omm

ittee

Mem

bers

, Tot

al (4

) = M

(3) +

F (1

)

4)

AED

C/A

EDO

: A

EDO

(1),

Chu

lu E

PA

5)

IO fr

om D

AO

: Ir

rigat

ion

Offi

cer (

1), K

asun

gu D

AO

6)

O

ther

s

: N

one

5.

O

utlin

es o

f Tra

inin

g W

orks

hop

: Ite

m

Des

crip

tions

1.

Tr

aini

ng M

odul

e

Pum

p Sy

stem

Left

Ban

k Pu

mp

Irrig

atio

n Zo

ne

Fa

rmer

s’ A

ltern

ativ

es to

the

Left

Ban

k

Met

hods

of I

rrig

atio

n in

the

Zone

s

Stat

us o

f the

Res

ervo

ir

1.

Pum

p Sy

stem

(a

) M

otor

ized

Pum

p; w

as s

hifte

d fr

om th

e to

p of

the

rese

rvoi

r em

bank

men

t to

the

low

er p

lace

adj

acen

t to

inla

nd o

f th

e re

serv

oir,

in o

rder

to re

duce

the

suct

ion

head

of t

he p

ump.

(b

) In

itiat

or; T

hese

act

iviti

es w

ere

mad

e ba

sed

on th

e co

nsid

erat

ions

of f

arm

er’s

them

selv

es.

2.

Lef

t Ban

k Pu

mp

Irri

gatio

n Zo

ne

(a)

Cur

rent

Situ

atio

n; 1

.5 h

a in

size

are

not

irrig

ated

, rel

y on

the

stor

ed w

ater

in th

e re

serv

oir

(b)

Rea

son;

bec

ause

ther

e is

no

prov

isio

n of

left

mai

n ca

nals

due

to u

ndul

atin

g to

pogr

aphy

in th

e ar

eas,

as w

ell a

s no

ex

ists

of l

ong

conv

eyan

ce p

ipes

con

nect

ing

from

the

pum

p to

the

left

mai

n ca

nals

.

3.

Farm

ers’

Alte

rnat

ives

to th

e L

eft B

ank

(a)

Mai

n ca

nal l

inin

g; w

as p

rovi

ded

in p

aral

lel w

ith c

onto

ur li

ne in

acc

orda

nce

with

topo

grap

hy,

(b

) D

ivis

ion

Box

; one

div

isio

n bo

x w

as p

rovi

ded

at th

e hi

ghes

t por

tion

of th

e m

ain

cana

l i.e

. the

mai

n ca

nal h

as tw

o di

ffere

nt d

irect

ions

in g

radi

ent.

4.

Met

hods

of I

rrig

atio

n th

e Zo

nes.

(a)

grav

ity s

yste

ms

conn

ecte

d w

ith o

utle

t st

ruct

ure;

wat

er i

s su

pplie

d to

the

are

a by

gra

vity

sys

tem

s th

roug

h co

nvey

ance

PV

C a

nd b

lue

pipe

s, de

pend

ing

on th

e re

serv

oir p

oten

tial h

ead,

esp

ecia

lly fo

r the

per

iod

from

the

end

of M

arch

to th

e en

d of

Sep

tem

ber

(b)

mot

oriz

ed p

ump

syst

ems;

afte

r Sep

tem

ber n

o re

serv

oir p

oten

tial h

ead

coul

d be

exp

ecte

d fo

r gra

vity

sys

tem

s due

to

decr

easi

ng o

f re

serv

oir

wat

er l

evel

, so

that

the

are

as w

ill b

e irr

igat

ed b

y m

otor

ized

pum

p in

stal

led

alon

g riv

er

(ref

er to

Fig

ure

8 an

d 9)

5.

St

atus

of t

he R

eser

voir

(a

) C

urre

nt R

eser

voir

wat

er le

vel;

2.59

m o

n th

e st

aff g

auge

s,

(b)

Com

pare

d w

ith P

revi

ous L

evel

; low

er b

y 29

cm

-com

pare

d to

a m

onth

ago

read

ing

June

12,

200

8.

2.

Inpu

t/Pro

cure

d M

ater

ials

for T

rain

ing

a. R

evis

ed d

raw

ings

indi

catio

n pr

opos

ed ir

rigat

ion

and

rota

tiona

l sys

tem

s 3.

O

utco

mes

of t

he T

rain

ing

4.

Fa

rmer

’s G

roup

Opi

nion

/ Sug

gest

ions

5.

Con

tinuo

us R

ecor

d K

eepi

ngs

6.

Oth

ers

4-158

Page 225: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Layo

ut M

ap o

f Ex

istin

g an

d Pr

opos

ed I

rrig

atio

n Sy

stem

s fo

r C

hiw

oza

Dam

Irr

igat

ion

Sche

me

(Kas

-46)

Layo

ut M

ap o

f R

otat

iona

l W

ater

Sup

ply

Plan

for

Chi

woz

a D

am I

rrig

atio

n Sc

hem

e (K

as-4

6)

4-159

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82

Ta

ble A

4-1(

8)

Tra

inin

g R

epor

t on

Wat

er M

anag

emen

t (K

ache

re 1

/2)

1.

Nam

e of

Sch

eme

: K

ache

re Ir

rigat

ion

Sche

me

(Kas

-40)

2.

D

ate/

Perio

d :

Jun

e 27

, 200

8 3.

Pl

ace

of T

rain

ing

:

Kac

here

Irrig

atio

n Sc

hem

e Si

te

4.

Atte

ndan

ts to

Tra

inin

g W

orks

hop

:

1)

JIC

A St

udy

Team

:

Wat

er M

anag

emen

t Exp

ert (

1) a

nd L

ocal

(1)

2)

DoI

Sta

ff :

Abs

ent

3)

Farm

ers C

omm

ittee

:

Com

mitt

ee M

embe

rs, T

otal

(6) =

M (5

) + F

(1)

4)

AED

C/A

EDD

:

AED

O(1

), C

hipa

la E

PA

5)

IO fr

om D

AO

:

AIO

(1

), K

asun

gu D

AO

6)

O

ther

s

: F

arm

ers (

12)

5.

Out

lines

of T

rain

ing

Wor

ksho

p :

Item

D

escr

iptio

ns

1)

Trai

ning

Mod

ule

Pu

mpi

ng S

yste

m

Cro

ppin

g F

arm

ers C

once

rns o

n W

ater

Sup

ply

Wat

er L

evel

in B

ua R

iver

W

ater

Man

agem

ent a

nd R

otat

ion

Unf

inis

hed

wor

k W

ater

Man

agem

ent a

nd R

ecor

d K

eepi

ng

1.

Pum

ping

Sys

tem

(a

) Pu

mp

Cha

ract

eris

tic; t

wo

unit

of re

paire

d pu

mps

(VA

LIA

NT

mai

d in

Indi

a, 1

0 H

p, d

ia=9

0 m

m),

(b

) W

ater

con

veya

nce

pipe

s; (

2) p

lace

s w

ith 1

80 m

eac

h, 3

60 m

in

tota

l, tw

o di

strib

utio

n bo

xes

and

seve

n tu

rn-o

uts

2.

Cro

ppin

g (a

) 20

07/0

8 W

et S

easo

n; m

ost o

f the

land

was

aba

ndon

ed a

lthou

gh la

nd h

ad b

een

prep

ared

. (b

) 20

08 D

ry S

easo

n; f

arm

ers

are

plan

ning

to c

ultiv

ate

the

follo

win

g dr

y cr

ops;

mai

ze, t

omat

oes,

etc.

from

Jul

y 15

, 200

8.

(c)

Cur

rent

stat

us; p

rese

ntly

, par

t of l

and

is c

lear

ed a

nd p

repa

red

for d

ry se

ason

cro

ps e

.g. m

aize

and

tom

atoe

s. 3.

Fa

rmer

s’ C

once

rns o

n w

ater

ava

ilabi

lity

(a)

War

ring

abou

t wat

er d

istri

butio

n; fr

om th

e m

ain

cana

l int

o th

e fie

lds,

sinc

e th

ey th

ink

that

the

mai

n ca

nal a

re

deep

for d

iver

t irr

igat

ion

wat

er e

asily

get

in b

asin

s fro

m th

e se

cond

ary

cana

ls in

som

e ar

eas.

(b)

War

ring

abou

t sta

rt-up

fuel

; to

star

t sch

eme

oper

atio

ns.

(c

) Te

chni

cal G

uida

nce;

ask

ed to

find

som

e w

ays

amon

g th

emse

lves

as

how

they

can

sta

rt-up

and

they

all

agre

ed

to c

ontri

bute

300

MK

/farm

er fo

r a fu

el c

harg

e as

a st

arte

r-pac

k.

4.

Wat

er L

evel

in B

ua R

iver

(a

) Pr

esen

t w

ater

lev

el;

as o

f Ju

ly 2

7 is

0.4

6 m

on

the

staf

f ga

uges

. B

ut t

he s

taff

gaug

es m

ade

of v

inyl

is

dete

riora

ted

by th

e di

rty ri

ver w

ater

and

diff

icul

t to

read

the

wat

er le

vel o

n th

e st

aff g

auge

s.

(b)

Farm

ers’

requ

est;

Com

mitt

ee m

embe

rs re

ques

ted

the

repl

acem

ent o

f the

staf

f gau

ges..

5.

W

ater

Man

agem

ent a

nd R

otat

ion

(a)

Prop

osed

Wat

er D

istri

butio

n R

otat

ion;

5-d

ay ro

tatio

n w

as e

xpla

ned

and

disc

usse

d as

wel

l as

met

hods

to th

e re

pres

enta

tive

of th

e C

omm

ittee

mem

bers

(ref

er to

Fig

ure

11).

(b

) B

asis

for

Rot

atio

n; th

e pr

opos

ed d

ays

of th

e ro

tatio

n w

ere

deriv

ed b

asin

g on

the

prop

osed

ETc

and

typi

cal

read

ily a

vaila

ble

moi

stur

e (R

AM

) of t

he so

ils.

(c)

Pum

p ca

paci

ty a

nd ro

tatio

n; th

e St

udy

Team

em

phas

ized

that

one

uni

t of p

ump

oper

atio

n co

uld

be e

noug

h to

m

eet t

he w

ater

requ

irem

ents

for d

ry se

ason

cro

p, w

hen

cons

ider

ing

the

repa

ired

pum

p ca

paci

ty

4-160

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83

Item

D

escr

iptio

ns

6.

Unf

inis

hed

wor

k (a

) Se

cond

ary

cana

ls; c

onne

cted

with

mai

n ca

nal a

re n

ot y

et e

xcav

ated

at t

he fa

rm le

vel,

(b

) R

eque

st; C

omm

ittee

mem

ber r

eque

sted

for t

echn

ical

ass

ista

nce

to d

ecid

e th

e al

ignm

ents

of t

he c

anal

s (c

) W

ork

Sche

dule

; it w

as d

ecid

ed th

at th

ose

wor

ks w

ould

be

done

on

July

10,

200

8.

7.

Wat

er M

anag

emen

t Rec

ord

Kee

ping

(a

) D

ata

Col

lect

ion;

requ

este

d 20

7/08

wet

seas

on d

ata

was

col

lect

ed

(b)

Rec

ords

; it w

as fo

und

out t

hat t

he re

ques

ted

reco

rd k

eepi

ngs

wor

ks w

ere

mad

e un

til th

e en

d of

Mar

ch 2

008,

an

d co

uld

not c

ontin

ue b

ecau

se o

f lac

k of

reco

rdin

g sh

eets

.

(c)

New

form

at o

f the

reco

rd k

eepi

ngs;

writ

ten

in lo

cal d

ialo

gue

of “

Chi

chew

a” a

nd “

Tum

buka

” w

as p

rovi

ded

to

the

Com

mitt

ee m

embe

r to

star

t rec

ords

from

July

200

8.

2)

Inpu

t/Pro

cure

d M

ater

ials

for T

rain

ing

1.

D

raw

ings

; ind

icat

ing

prop

osed

rota

tiona

l sys

tem

s

3)

Out

com

es o

f the

Tra

inin

g

2.

Wor

k Sc

hedu

le; t

he C

omm

ittee

mem

bers

and

farm

ers

mad

e th

e fo

llow

ing

sche

dule

: Jun

e 29

to J

uly

9, 2

008

to d

o th

e fo

llow

ing;

land

cle

anin

g an

d pr

epar

atio

n w

orks

4)

Fa

rmer

’s G

roup

Opi

nion

/ Sug

gest

ions

and

th

eir c

omm

ents

N

one

5) R

eque

sted

Con

tinuo

us R

ecor

ding

s

1.

Rec

ordi

ngs o

f wat

er le

vel o

f the

Bua

Riv

er (d

aily

bas

is)

2.

Rec

ordi

ngs o

f wat

er su

pply

con

ditio

ns su

ch a

s loc

atio

n of

irrig

atio

n ar

ea, i

rrig

ated

are

a, a

nd G

WR

(dai

ly b

asis

) 3.

R

ecor

ding

s of

pum

p op

erat

ion

such

as

actu

al h

ead

(Ha)

, pum

p di

scha

rge,

pum

p op

erat

ion

hour

s an

d co

nsum

ptio

n of

fuel

s (da

ily b

asis

),

4.

Rec

ordi

ngs o

f wat

er su

rplu

s or s

horta

ge c

ondi

tions

(dai

ly b

asis

) 5.

R

ecor

ding

s of f

arm

ing

activ

ities

and

enc

ount

ered

pro

blem

s (w

eekl

y ba

sis)

6.

Ta

ble

4 sh

ows t

he re

cord

kee

ping

form

writ

ten

in E

nglis

h ve

rsio

n.

6)

Oth

ers

1.

N

ext v

isit

to th

e sc

hem

e w

ill b

e on

Jul

y 10

, 200

8 to

ass

ist f

or d

ecid

ing

seco

ndar

y ca

nal a

lignm

ents

, and

at t

hat

time

the

dete

riora

ted

staf

f gau

ges w

ill b

e re

plac

ed b

y th

e ne

w o

ne.

4-161

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84

Are

a =

6.4

ha

Layo

ut M

ap o

f Pr

opos

ed I

rrig

atio

n Sy

stem

s fo

r K

ache

re I

rrig

atio

n Sc

hem

e (K

as40

) La

yout

Map

of

Rot

atio

nal

Wat

er S

uppl

y fo

r K

ache

re I

rrig

atio

n Sc

hem

e (K

as-4

0)

4-162

Page 229: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Tabl

e A4-

1(9)

Trai

ning

Rep

ort o

n W

ater

Man

agem

ent (

Kac

here

2/2

) 1.

N

ame

of S

chem

e :

Kac

here

Irrig

atio

n Sc

hem

e (K

as-4

0)

2.

Dat

e/Pe

riod

: J

uly

10, 2

008

3.

Plac

e of

Tra

inin

g

:

K

ache

re Ir

rigat

ion

Sche

me

Site

4.

A

ttend

ants

to T

rain

ing

Wor

ksho

p :

1)

JI

CA

Stud

y Te

am

: W

ater

Man

agem

ent E

xper

t (1)

2)

D

oI S

taff

: A

bsen

t 3)

Fa

rmer

s Com

mitt

ee

: C

omm

ittee

Mem

bers

, Tot

al (7

) = M

(3) +

F (4

)

4)

AED

C/A

EDO

:

AED

O (1

), C

hipa

la E

PA

5)

IO fr

om D

AO

:

Abs

ent

6)

Oth

ers

:

5.

Out

lines

of T

rain

ing

Wor

ksho

p :

Item

D

escr

iptio

ns

1.

Trai

ning

Mod

ule

W

ater

man

agem

ent R

otat

ion

C

anal

Alig

nmen

t

1.

Wat

er M

anag

emen

t Rot

atio

n; 5

-day

rota

tiona

l irr

igat

ion

met

hods

was

exp

lain

ed to

the

Com

mitt

ee m

embe

rs,

prio

r to

the

com

men

cem

ent f

or d

ecid

ing

seco

ndar

y ca

nal a

lignm

ents

, whi

ch w

ill b

e br

anch

ed o

ff fr

om th

e m

ain

irrig

atio

n ca

nal.

2.

Can

al A

lignm

ent;

The

Stud

y Te

am a

ssis

ted

the

Com

mitt

ee m

embe

rs to

hav

e al

ignm

ents

of

the

seco

ndar

y ca

nals

in

plac

e, o

f w

hich

int

erva

ls a

re a

bout

25m

or

50 m

dep

endi

ng o

n th

e tu

rnou

t loc

atio

n in

the

mai

n ca

nal

wer

e m

ade

(ref

er to

Fig

ure

12).

2.

Inpu

t/Pro

cure

d M

ater

ials

for T

rain

ing

3.

O

utco

mes

of t

he T

rain

ing

3.

Can

al C

onst

ruct

ion;

Bas

ed o

n se

cond

ary

cana

l alig

nmen

ts, f

arm

ers

rela

ted

to th

e w

ill e

xcav

ate

cana

ls u

sing

th

eir h

oes a

nd h

ovel

s. 4.

Sc

hedu

le fo

r the

Exc

avat

ion;

to st

art o

n Ju

ly 1

7, 2

008.

5.

R

ecom

men

datio

n; th

e St

udy

Team

rec

omm

ende

d st

artin

g irr

igat

ion

wat

er s

uppl

y fo

r th

e zo

ne a

reas

, whi

ch

have

bee

n pr

ovid

ed w

ith th

e se

cond

ary

cana

ls.

4.

Fa

rmer

’s G

roup

Opi

nion

/ Sug

gest

ions

N

one

5.

Con

tinuo

us R

ecor

d K

eepi

ngs

6.

Oth

ers

4-163

Page 230: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Layo

ut M

ap o

f Pro

pose

d Irr

igat

ion

Sche

mes

for K

ache

re Ir

rigat

ion

Sche

me

(Kas

-40)

4-164

Page 231: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Tabl

e A4-

1(10

)

Tra

inin

g R

epor

t on

Wat

er M

anag

emen

t (Ti

tuku

lane

1/2

)

1.

Nam

e of

Sch

eme

: T

ituku

lane

Irrig

atio

n Sc

hem

e (K

as-4

7)

2.

Dat

e/Pe

riod

: J

une

9,20

08

3.

Plac

e of

Tra

inin

g

:

Ti

tuku

lane

Irrig

atio

n Sc

hem

e Si

te

4.

Atte

ndan

ts to

Tra

inin

g W

orks

hop

:

1)

JIC

A St

udy

Team

:

Wat

er M

anag

emen

t Exp

ert (

1) a

nd L

ocal

(1)

2)

DoI

Sta

ff :

Irr

igat

ion

Offi

cer (

1)

3)

Farm

ers C

omm

ittee

:

Com

mitt

ee M

embe

r, To

tal (

11) =

M (8

) + F

(3)

4)

AED

C/A

EDO

: A

bsen

t 5)

IO

from

DA

O :

Irr

igat

ion

Offi

cer (

1), D

owa

DA

O

6)

Oth

ers

:

Gro

up V

illag

e H

eadm

an (1

) 5.

O

utlin

e of

Tra

inin

g W

orks

hop

Item

D

escr

iptio

ns

1.

Trai

ning

Mod

ule

R

ehab

ilita

ted

Stru

ctur

es

W

ater

Man

agem

ent

W

ater

M

anag

emen

t R

ecor

d ke

epin

g

1.

Reh

abili

tate

d St

ruct

ures

(a

) D

iver

sion

wei

r; re

habi

litat

ed w

ith m

ason

ry,

(b

) In

take

Stru

ctur

e; n

ewly

pro

vide

d w

ith p

ipe

(PV

C)

(c

) M

ain

Can

al; r

ehab

ilita

tion

of m

ain

cana

l (4

km),

(d

) Pi

ped

Cro

ssin

g; re

habi

litat

ion

of tw

o pl

aces

of p

iped

rive

r cro

ssin

g (e

) In

stal

led

inta

ke p

ipe;

con

nect

ing

with

the

dive

rsio

n w

eir w

as lo

wer

ed b

y ab

out 1

2 cm

to a

bstra

ct m

ore

wat

er.

2.

W

ater

Man

agem

ent

(a)

Pres

ent i

rrig

atio

n w

ater

supp

lies;

onl

y su

pplie

d to

a sm

all a

rea

usin

g w

ater

from

Chi

kwak

wa

stre

am,

(b

) Ir

rigat

ed A

rea;

the

size

s of i

rrig

ated

are

as is

0.3

5 ha

and

is u

sed

for p

each

cul

tivat

ion.

(c

) Ir

rigat

ion

Ope

ratio

n ho

urs f

or th

e ar

ea; t

wo

hour

s , ir

rigat

ion

inte

rval

of t

wic

e a

wee

k, M

on a

nd F

ri(3-

day

rota

tion)

.

(d)

Rea

son

for

less

usa

ge o

f w

ater

; in

com

plet

ion

reha

bilit

atio

n w

orks

of

irrig

atio

n sy

stem

s, es

peci

ally

tw

o pl

aces

of

river

cro

ssin

g an

d th

eir r

elat

ed st

ruct

ures

. (e

) Pr

opos

ed W

ater

Dis

trubu

tion

Rot

atio

n; 3

-day

rota

tion

irrig

atio

n sy

stem

s (re

fer t

o Fi

gure

14)

and

was

acc

epte

d by

the

farm

er’s

gro

up, a

fter i

nstru

ctio

n of

wat

er d

istri

butio

n m

etho

ds a

nd ir

rigat

ion

sche

dulin

g to

the

farm

er’s

grou

p.

(f)

Ass

esm

ent o

f W

ater

Dis

tribu

tion

Rot

atio

n; it

was

fou

nd o

ut th

at th

e fa

rmer

’s gr

oup

need

s m

ore

guid

ance

on

wat

er

dist

ribut

ion

and

sche

dulin

g, b

esid

es th

e fa

ct th

at th

ey a

re a

lread

y fa

mili

ar w

ith ro

tatio

nal i

rrig

atio

n sy

stem

s. (g

) To

pogr

aphi

c Su

rvey

; th

e pr

opos

ed d

etai

led

irrig

atio

n sy

stem

s w

ith 3

-day

rot

atio

n w

ill b

e m

uch

inte

nsifi

ed w

hen

topo

grap

hic

surv

ey is

com

plet

ed to

com

e up

with

the

exac

t bou

ndar

y of

the

sche

me.

3.

W

ater

Man

agem

ent R

ecor

d K

eepi

ng

a)

Col

lect

ion

Met

hods

; ins

truct

ions

wer

e gi

ven

to th

e fa

rmer

s gro

ups.

b)

Out

put;

at th

e tim

e of

vis

it th

e Se

cret

ary

had

not b

roug

ht th

e re

port

with

him

. How

ever

, the

Stu

dy T

eam

was

muc

h as

sure

d of

the

reco

rdin

gs s

yste

mat

ical

ly, a

nd w

as a

gree

d th

at th

e re

cord

s wou

ld b

e ch

ecke

d la

ter.

c)

New

form

at o

f the

reco

rd k

eepi

ngs;

writ

ten

in lo

cal d

ialo

gue

of “

Chi

chew

a” w

as p

rovi

ded

to th

e C

omm

ittee

m

embe

r to

star

t rec

ords

from

Jun

e 20

08.

2.

Inpu

t/Pro

cure

d M

ater

ials

for t

rain

ing

1.

Dra

win

gs; i

ndic

atin

g th

e pr

opos

ed ro

tatio

nal i

rrig

atio

n sy

stem

s 3.

O

utco

mes

of t

he T

rain

ing

1.

Farm

er G

roup

Wor

k Sc

hedu

le

(a)

Putti

ng sa

nd-b

ags a

long

the

inta

ke a

reas

with

in th

e 3-

day

of th

e St

udy

Team

’s vi

sit

(b)

Mak

ing

an e

mba

nkm

ent o

n th

e le

ft si

de o

f the

can

al a

t the

firs

t riv

er c

ross

ing.

4-165

Page 232: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Item

D

escr

iptio

ns

2.

Farm

er’s

gro

ups W

illin

gnes

s to

Ado

pt R

otat

ion

(a)

Will

ingn

ess;

ere

ver

y w

illin

g to

ado

pt th

e ro

tatio

nal u

se o

f wat

er, a

nd th

e su

gges

ted

dem

arca

tions

of 3

-day

rota

tiona

l sy

stem

s wer

e fu

lly a

ccep

ted.

3.

D

ry S

easo

n C

ropp

ing

(a)

Sche

dule

d D

ates

; the

farm

ers a

lread

y st

arte

d pr

epar

atio

ns si

nce

the

20th

of M

ay, 2

008.

(b

) C

rops

pla

nted

; are

mai

ze, I

rish

pota

toes

, pea

s, to

mat

oes,

pum

pkin

s, an

d ok

ra.

(c

) So

urce

of W

ater

for P

lant

ed C

rops

; Chi

kwak

wa

stre

am, b

ecau

se th

e w

ater

leve

l in

the

Uza

mi r

iver

is n

ot e

noug

h to

cr

oss o

ver.

The

river

cro

ssin

g pi

pe.

4.

Farm

er’s

Gro

up O

pini

on/ S

ugge

stio

ns

and

Thei

r Rep

lies

1.

Ass

ista

nce;

Nee

d m

ore

assi

stan

ce a

t the

inta

ke si

te to

incr

ease

wat

er le

vel

2.

Req

uest

s mad

e to

the

Stud

y Te

am;

(a

) C

anal

alig

nmen

t; of

abo

ut 2

00m

fro

m th

e 2n

d riv

er c

ross

ing

alon

g ca

nal t

hat a

bstra

ct w

ater

fro

m th

e C

hikw

akw

a st

ream

,

(b)

50 m

alig

nmen

t of t

he c

anal

; tha

t abs

tract

wat

er fr

om th

e U

zam

i riv

er, c

lose

to th

e 2n

d riv

er c

ross

ing.

3.

A

ppre

ciat

ion;

The

farm

er’s

gro

up w

as th

ankf

ul fo

r all

the

supp

ort a

nd g

uida

nce

bene

fited

from

the

Stud

y Te

am

5.

Req

uest

ed C

ontin

uous

Rec

ord

Kee

ping

s

1.

Rec

ordi

ngs o

f est

imat

ed g

ross

irrig

atio

n w

ater

requ

irem

ents

(GW

R) (

wee

kly

basi

s)

2.

Rec

ordi

ngs o

f irr

igat

ed a

reas

(wee

kly

aver

age)

3.

R

ecor

ding

s of w

ater

surp

lus o

r sho

rtage

con

ditio

ns (w

eekl

y ba

sis)

4.

R

ecor

ding

s of f

arm

ing

activ

ities

and

enc

ount

ered

pro

blem

s (w

eekl

y ba

sis)

5.

Ta

ble

5 sh

ows t

he re

cord

kee

ping

form

writ

ten

in E

nglis

h ve

rsio

n.

6.

Oth

ers

1.

R

eque

st fr

om th

e St

udy

Team

R

eque

sted

the

IO

fro

m D

owa

DA

O t

o pr

epar

e to

pogr

aphi

c m

ap o

f th

e Ti

tuku

lane

Irr

igat

ion

Sche

me

base

d on

the

sp

ecifi

catio

n an

d w

ays

sugg

este

d by

the

Stud

y Te

am, i

n or

der t

o id

entif

y an

acq

uitta

l irr

igab

le a

reas

and

pre

sent

land

-use

of

the

sche

me.

4-166

Page 233: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Layo

ut M

ap o

f Pro

pose

d Irr

igat

ion

Syst

em fo

r Titu

kula

ne Ir

rigat

ion

Sc

hem

e (K

as-4

7)

Layo

ut M

ap o

f Rot

atio

nal W

ater

Sup

ply

Plan

for T

ituku

lane

Irrig

atio

n Sc

hem

e (K

as-4

7)

4-167

Page 234: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Tabl

e A4-

1(11

)

Tra

inin

g R

epor

t on

Wat

er M

anag

emen

t (Ti

tuku

lane

2/2

) 1.

N

ame

of S

chem

e :

Titu

kula

ne Ir

rigat

ion

Sche

me

(Kas

-47)

2.

D

ate/

Perio

d :

Jul

y 8,

200

8 3.

Pl

ace

of T

rain

ing

:

Titu

kula

ne Ir

rigat

ion

Sche

me

Site

4.

A

ttend

ants

to T

rain

ing

Wor

ksho

p :

1)

JI

CA

Stud

y Te

am

: W

ater

Man

agem

ent E

xper

t (1)

and

Loc

al (1

) 2)

D

oI S

taff

: A

bsen

t 3)

Fa

rmer

s Com

mitt

ee

: C

omm

ittee

Mem

ber,

Tota

l (15

)= M

(15)

+ F

(0)

4)

AED

C/A

EDO

:

Abs

ent

5)

IO fr

om D

AO

:

AIO

(1),

Dow

a D

AO

(Mpo

nela

)

5.

Out

lines

of T

rain

ing

Wor

ksho

p :

Item

D

escr

iptio

ns

1.

Trai

ning

Mod

ule

In

take

Pip

e

Can

al p

rote

ctio

n W

orks

Mai

n C

anal

Cle

anin

g W

orks

Wat

er D

istri

butio

n an

d R

otat

ion

W

ater

Man

agem

ent R

ecor

d K

eepi

ng

1.

Inta

ke P

ipe.

(a

) O

bsta

cles

dep

osite

d in

the

inta

ke p

ipe;

wer

e re

mov

ed a

t the

mid

dle

of Ju

ne,

(b

) In

take

wat

er le

vel i

n fr

ont o

f the

inta

ke p

ipe;

was

rais

ed b

y pu

tting

the

addi

tiona

l 18

sand

bag

s on

wei

r cre

st

(c)

Out

com

e of

Rai

sing

the

Cre

st; i

ncre

ased

wat

er d

isch

arge

s flo

win

g in

to m

ain

cana

l with

a w

ater

dep

th o

f 6 c

m

from

the

top

of th

e in

take

pip

e.

2.

Can

al P

rote

ctio

n W

orks

at t

he im

med

iate

ups

trea

m o

f the

No.

1 ri

ver

cros

sing

stru

ctur

es

(a)

Sche

dule

d da

tes f

or R

ehab

ilita

tion;

wer

e im

plem

ente

d at

the

end

of Ju

ne 2

008,

(b

) Te

chni

cal A

ssis

tanc

e; te

chni

cal a

nd in

put m

ater

ial a

ssis

tanc

es b

y D

owa

DA

O o

ffice

(c

) M

ater

ial U

sed;

5-b

ags o

f cem

ent;

3-ba

gs fr

om D

AO

offi

ce a

nd 2

-bag

s fro

m F

IDP.

3.

M

ain

cana

l cle

anin

g w

orks

a)

Pr

ior

to t

he s

tarti

ng d

ry s

easo

n cr

oppi

ng u

pstre

am p

ortio

ns o

f th

e m

ain

cana

l w

as c

lean

ed w

ith t

he

parti

cipa

tion

of 1

5 fa

rmer

s. 4.

W

ater

Dis

trib

utio

n an

d R

otat

ion

(a)

Prop

osed

Rot

atio

n; w

as b

ased

on

the

wat

er d

istri

butio

n pl

an (3

-day

rota

tion

plan

) pro

pose

d by

the

Stud

y Te

am,

(b

) D

ecis

ion

for t

he P

ropo

sal;

farm

er’s

grou

p ha

d a

mee

ting

on J

uly

7, 2

008,

and

the

plan

was

agr

eed.

(c

) W

ater

Use

; Pre

sent

wat

er u

se is

onl

y lim

ited

at th

e ar

eas o

f zon

e-1

and

-2, a

nd n

ot z

one-

3.

5.

Wat

er M

anag

emen

t Rec

ord

Kee

ping

(a

) D

ata

Col

lect

ion;

reco

rds

on w

ater

man

agem

ent f

or th

e pe

riods

of t

hree

mon

th fr

om M

arch

200

8 to

May

200

8 w

ere

colle

cted

from

the

Secr

etar

y of

the

Com

mitt

ee.

2.

Inpu

t/Pro

cure

d M

ater

ials

for T

rain

ing

3.

O

utco

mes

of t

he T

rain

ing

4.

Fa

rmer

’s G

roup

Opi

nion

/ Sug

gest

ions

1.

Fa

rmer

s’ Pl

ans;

are

pla

nnin

g to

pla

nt th

e cr

ops o

f mai

ze, t

omat

oes,

Iris

h po

tato

es, m

usta

rd, a

s a d

ryse

ason

cro

ps.

2.

Cha

lleng

e; S

carc

ity o

f Iris

h po

tato

es se

eds.

5.

Con

tinuo

us R

ecor

d K

eepi

ngs

6.

Oth

ers

4-168

Page 235: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Tabl

e A4-

1(12

)

Tra

inin

g R

epor

t on

Wat

er M

anag

emen

t (C

hase

ta 1

/2)

1.

Nam

e of

Sch

eme

: C

hase

ta Ir

rigat

ion

Sche

me

(Li-2

) 2.

D

ate/

Perio

d :

May

27

and

28, 2

008

3.

Plac

e of

Tra

inin

g

:

C

hase

ta Ir

rigat

ion

Sche

me

Site

4.

A

ttend

ants

to T

rain

ing

Wor

ksho

p :

1)

JI

CA

Stud

y Te

am

: W

ater

Man

agem

ent E

xper

t (1)

and

Loc

al

(1)

2)

DoI

Sta

ff :

Irr

igat

ion

Offi

cer (

1),

3)

Fa

rmer

s Com

mitt

ee

: C

omm

ittee

Mem

bers

, Tot

al (1

0)=

M(8

) + F

(2)

4)

AED

C/A

EDO

: A

EDO

and

staf

f (2)

, Mlo

mba

EPA

5)

IO

from

DA

O

: PIO

(1) a

nd A

IO (1

), Li

long

we

DA

O

5.

Out

lines

of T

rain

ing

Wor

ksho

p :

Item

D

escr

iptio

ns

1.

Trai

ning

Mod

ule

Pu

mpi

ng S

yste

m

Pu

mp

Test

s and

Oth

er S

truct

ures

Reh

abili

tatio

n W

orks

Wat

er

man

agem

ent

and

Dis

tribu

tion

Rot

atio

n

Wat

er

Man

agem

ent

Rec

ord

Kee

ping

Wat

er L

oggi

ng C

ondi

tions

1.

Pum

ping

Sys

tem

(a

) C

hara

cter

istic

of t

he P

rocu

red

Pum

p; R

ucce

rini R

Y 1

10, 1

1HP,

360

0 rp

m, B

ore

86 m

m

(b)

Mai

n C

anal

; pro

pose

d le

ngth

= 3

30m

, lin

ed c

anal

= 2

01 m

, (c

) O

ther

Stru

ctur

es; 1

-div

ersi

on b

ox a

nd 5

-turn

outs

2.

Pu

mp

Test

s and

Oth

er S

truc

ture

s (a

) Pu

mp

Ope

ratio

n; te

st w

as d

one

on M

ay 1

5, 2

008,

(b

) R

esul

t of P

ump

Test

; it w

as fo

und

out t

hat t

he p

ump

disc

harg

e w

as 7

.0 li

t/sec

and

12.

0 m

hea

d.

(c)

Staf

f Gau

ges;

wer

e in

stal

led

besi

de th

e D

iam

phw

e R

iver

in O

ctob

er 2

007

by th

e St

udy

Team

and

rep

lace

d ju

st n

ear

the

orig

inal

site

, bec

ause

one

of t

he st

aff g

auge

s was

dam

aged

. 3.

R

ehab

ilita

tion

Wor

ks

(a)

Seco

ndar

y C

anal

; al

ignm

ents

con

nect

ed t

o 5-

turn

outs

wer

e de

linea

ted

on t

he g

roun

d co

nsid

erin

g th

e ro

tatio

nal

irrig

atio

n sy

stem

s und

er th

e pa

rtici

patio

n of

farm

er’s

grou

p (b

) C

anal

exc

avat

ion;

was

sch

edul

ed b

y th

e fa

rmer

s fr

om J

une

6, 2

008.

sec

onda

ry c

anal

s br

anch

ing-

off

from

the

lined

m

ain

cana

l por

tions

wer

e pl

aced

a p

riorit

y.

4.

Wat

er M

anag

emen

t and

Dis

trib

utio

n R

otat

ion

(c)

No

irrig

atio

n in

the

dry

seas

on; d

ue to

unf

inis

hed

wor

k e.

g. n

o se

cond

ary

cana

ls. V

ery

min

imal

irrig

atio

n w

as d

one

usin

g w

ater

can

es.

(d

) R

otat

ion;

5-d

ay r

otat

ion

irrig

atio

n m

etho

ds f

or 5

rot

atio

n bl

ocks

was

pro

pose

d to

the

sche

me,

and

exp

lana

tion

and

disc

ussi

ons o

n th

e m

etho

ds w

ere

mad

e to

the

repr

esen

tativ

e of

farm

er’s

grou

p (r

efer

to F

igur

e 16

).

(e)

Bas

is fo

r the

Rot

atio

n; fo

rmul

ated

, on

the

crop

-eva

po tr

ansp

iratio

n (E

Tc) a

nd re

adily

ava

ilabl

e so

il m

oist

ure

(RA

M).

5.

Wat

er M

anag

emen

t Rec

ord

Kee

ping

(a

) R

eque

st fo

r the

Rec

ordi

ng; f

arm

er g

roup

s wer

e re

ques

ted

to c

olle

ct d

ata

the

from

the

onse

t of

wet

seas

on (2

007/

08)

(b

) Pr

ogre

ss o

f Col

lect

ion;

it w

as fo

und

out t

hat t

he re

ques

ted

reco

rd k

eepi

ngs w

ere

stop

ped

by th

e en

d of

Feb

200

8.

6.

Wat

er L

oggi

ng C

ondi

tions

(a

) So

lutio

n; t

o so

lve

the

issu

es o

f w

ater

log

ging

s at

far

m l

evel

, ty

pica

l im

prov

emen

t m

etho

ds f

or s

urfa

ce d

rain

age

cond

ition

s wer

e ex

plai

ned

as th

e re

fere

nces

.

(b)

Prio

rity;

How

ever

, it w

as st

ated

the

issu

e w

ould

be

plac

ed a

s sec

ond

prio

rity

in th

e sc

hem

e.

4-169

Page 236: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Item

D

escr

iptio

ns

2.

Inpu

t/Pro

cure

d M

ater

ials

for T

rain

ing

1.

D

raw

ings

; ind

icat

ing

prop

osed

rota

tiona

l irr

igat

ion

syst

ems

2.

Iron

wire

; to

stra

p th

e PV

C p

ipe

with

dis

play

ed c

rack

3.

O

utco

mes

of t

he T

rain

ing

1 Fa

rmer

’s g

roup

mad

e fo

llow

ing

wor

k sc

hedu

le

(a)

Exca

vatio

n of

seco

ndar

y ca

nal

; Jun

e 2,

200

8 to

June

5, 2

008

(b)

Hol

ding

the

mee

ting

; Jun

e 6,

200

8 2.

A

dopt

ion

of th

e R

otat

ion

(a

) W

illin

gnes

s; a

re v

ery

muc

h w

illin

g to

ado

pt th

e ro

tatio

nal u

se o

f wat

er,

(b

) Fa

rmer

s Acc

epta

nce;

dem

arca

tions

of 5

-day

rota

tion

syst

ems w

ere

acce

pted

with

gla

dnes

s. 3.

Fa

rm P

repa

ratio

ns fo

r D

ry S

easo

n.

(a)

All

the

land

pre

para

tion

wor

ks; t

o be

don

e af

ter a

ll ex

cava

tion

will

be

done

in th

e w

eek

of th

e 2n

d Ju

ne.

4.

Fa

rmer

’s G

roup

Opi

nion

/ Sug

gest

ions

an

d th

eir r

espo

nses

1.

Exp

ansi

on o

f mai

n ir

riga

tion

cana

l; w

ith le

ngth

of 2

5 m

, of w

hich

16.

5 m

was

line

d by

the

end

of F

ebru

ary

2008

. 2.

R

epla

cem

ent o

f cra

cked

thre

e PV

C p

ipes

; (10

0 m

m) u

nder

the

supp

ort o

f the

Stu

dy T

eam

3.

R

espo

nses

from

the

Stud

y Te

am

(a)

Expa

nsio

n an

d re

plac

emen

t w

orks

; sh

ould

be

done

by

farm

er’s

grou

p th

emse

lves

with

ade

quat

e pr

ocur

emen

ts o

f m

ater

ials

such

as c

emen

t, PV

C p

ipes

, etc

. (b

) Ex

pose

d PV

C p

ipes

; the

por

tions

sho

uld

be la

id u

nder

grou

nd to

ens

ure

optim

al fr

eshn

ess

of P

VC

pip

es b

y m

eans

of

dete

riora

tion

and

dam

ages

.

5.

Req

uest

ed C

ontin

uous

Rec

ord

Kee

ping

s

1.

Rec

ordi

ngs o

f wat

er le

vel o

f the

Dia

mph

we

Riv

er (d

aily

bas

is)

2.

Rec

ordi

ngs o

f wat

er su

pply

con

ditio

n su

ch a

s loc

atio

n of

irrig

atio

n ar

ea, i

rrig

ated

are

a, G

WR

, (da

ily b

asis

) 3.

R

ecor

ding

s of

pum

p op

erat

ion

such

as

actu

al h

ead

(Ha)

, pum

p di

scha

rge

(Q),

pum

p op

erat

ion

hour

s an

d co

nsum

ptio

n of

fu

els (

daily

bas

is)

4.

Rec

ordi

ngs o

f wat

er su

rplu

s or s

horta

ge c

ondi

tions

(wee

kly

basi

s)

5.

Rec

ordi

ngs o

f far

min

g ac

tiviti

es a

nd e

ncou

nter

ed p

robl

ems (

wee

kly

basi

s)

6.

Tabl

e 6

show

s the

reco

rd k

eepi

ng fo

rm w

ritte

n in

Eng

lish

vers

ion.

6.

O

ther

s

1.

Req

uest

from

the

Stud

y Te

am;

(a

) C

anal

Bed

s; re

ques

ted

the

farm

er’s

grou

p to

rais

e up

mai

n ca

nal i

nver

t and

sid

e w

alls

at t

he s

ectio

n of

abo

ut 2

0 m

to

mai

ntai

n th

e re

quire

d he

ad o

f wat

er le

vel i

n th

e m

ain

cana

l. (b

) To

pogr

aphi

c M

aps;

req

uest

ed t

he I

O f

rom

Lilo

ngw

e D

AO

to

prep

are

topo

grap

hic

map

of

the

Cha

seta

Irr

igat

ion

Sche

me

base

d on

the

spec

ifica

tion

and

way

s su

gges

ted

by th

e St

udy

Team

, in

orde

r to

iden

tify

an a

cqui

ttal i

rrig

able

ar

eas a

nd p

rese

nt la

nd-u

se o

f the

sche

me.

2.

Fa

rmer

’s g

roup

Req

uest

; req

uest

ed th

e St

udy

Team

to a

rran

ge m

ore

train

ing

on c

rop

man

agem

ent

4-170

Page 237: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Layo

ut M

ap o

f Pro

pose

d Irr

igat

ion

Syst

ems f

or C

hase

ta Ir

rigat

ion

Sche

me

(L

i-2)

Layo

ut M

ap o

f Rot

atio

nal W

ater

Sup

ply

Plan

for C

hase

ta Ir

rigat

ion

Sche

me

(Li

-2)

4-171

Page 238: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Tabl

e A3-

1 (1

3)

T

rain

ing

Rep

ort o

n W

ater

Man

agem

ent (

Cha

seta

2/2

) 1.

N

ame

of S

chem

e :

Cha

seta

Irrig

atio

n Sc

hem

e (L

i-2)

2.

Dat

e/Pe

riod

: Ju

ly 1

1,20

08

3.

Plac

e of

Wor

ksho

p :

Cha

seta

Irrig

atio

n Sc

hem

e Si

te

4.

Atte

ndan

ts to

Tra

inin

g W

orks

hop

: 1)

JI

CA

Stud

y Te

am

: E

mpl

oyed

Irrig

atio

n St

aff (

1)

2)

DoI

Sta

ff :

Abs

ent

3)

Farm

ers C

omm

ittee

:

Com

mitt

ee M

embe

rs, T

otal

(10)

= M

(8)+

F (2

)

4)

AED

C/A

EDO

:

AED

O(1

), M

lom

ba E

PA

5)

IO fr

om D

AO

:

Abs

ent

6)

Oth

ers

: V

illag

e H

eadm

an(1

) 5.

O

utlin

es o

f Tra

inin

g W

orks

hop

: Ite

m

Des

crip

tions

1)

Tr

aini

ng M

odul

e -

Wat

er D

istri

butio

n M

etho

ds

- Pr

opos

ed D

rain

age

Syst

em

1.

Irrig

atio

n; is

not

yet

star

ted,

bec

ause

the

farm

ers a

re u

sing

resi

dual

moi

stur

e of

the

soils

. 2.

W

ater

Dis

tribu

tion

Met

hods

; Ex

plan

atio

n an

d di

scus

sion

on

wat

er d

istri

butio

n m

etho

ds w

ere

mad

e on

ce a

gain

to

the

farm

ers’

repr

esen

tativ

es.

3.

Can

al E

xcav

atio

n; fi

ve s

econ

dary

can

als

wer

e ex

cava

ted

by th

e fa

rmer

s. H

owev

er; t

hese

sec

onda

ry c

anal

s ar

e on

ly w

ithin

th

e ar

eas,

whe

re th

e m

ain

cana

l has

bee

n co

nstru

cted

with

leng

th o

f 201

m.

4.

Prop

osed

dra

inag

e sy

stem

; was

dra

wn

as s

how

n in

Fig

ure

15. T

his

was

der

ived

afte

r loo

king

at t

he e

xist

ing

drai

ns w

ithin

th

e sc

hem

e an

d th

e to

pogr

aphi

c sl

ope

of th

e ar

ea. H

owev

er, i

t is s

ubje

ct to

cha

nge

as n

ot a

ll w

hen

the

land

will

be

put f

ully

un

der c

ultiv

atio

n.

2)

Inpu

t/Pro

cure

d M

ater

ials

3)

Out

com

es o

f the

Tra

inin

g

1.

Farm

ers m

ade

the

follo

win

g sc

hedu

le

a) T

o fin

ish

land

pre

para

tion

and

plan

ting

by th

e en

d of

July

, 200

8 b)

To

finis

h le

velin

g an

d m

akin

g dr

ains

afte

r all

the

plan

ting

activ

ities

are

don

e. (W

ithin

July

) 4)

Fa

rmer

’s G

roup

Opi

nion

/ Sug

gest

ions

1.

Farm

ers’

Sugg

estio

ns; s

ugge

sted

that

wha

t if t

he c

anal

runn

ing

para

llel t

o th

e m

ain

alig

ned

cana

l be

a ra

ised

type

of c

anal

, si

nce

the

area

to b

e fe

d or

irrig

ated

by

it is

hig

her t

han

the

exca

vate

d ca

nal.

2.

Farm

ers’

Req

uest

; req

uest

ed th

e pr

esen

ce o

f the

Stu

dy T

eam

whe

n w

ater

is a

pplie

d in

to th

e es

tabl

ishe

d fie

ld.

3.

Dem

onst

ratio

n; a

cle

ar d

emon

stra

tion

of fu

rrow

and

ridg

e la

yout

and

fiel

d di

tche

s to

the

farm

ers,

desp

ite th

at th

e m

ajor

ity

have

alre

ady

plan

ted

usin

g th

eir o

wn

idea

s. 5)

Is

sues

requ

este

d to

Far

mer

’s G

roup

by

Stu

dy T

eam

1.

D

isci

plin

e; to

be

disc

iplin

ed in

the

agre

ed p

roce

dure

of r

otat

iona

l irr

igat

ion

if it

is to

succ

eed.

2.

Zo

nes;

Mai

ntai

n th

e zo

nes a

s per

sugg

este

d an

d ag

reed

with

in th

emse

lves

6)

O

ther

s

1.

Req

uest

; far

mer

s re

ques

ted

the

Stud

y Te

am f

or c

larif

icat

ion

on la

nd p

repa

ratio

n (r

idge

mak

ing)

, with

reg

ard

to ir

rigat

ion

patte

rn.

4-172

Page 239: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Tabl

e A4-

1(14

)

Tra

inin

g R

epor

t on

Wat

er M

anag

emen

t (B

awi 1

/2)

1.

Nam

e of

Sch

eme

: B

awi I

rrig

atio

n Sc

hem

e (L

i-21)

2.

D

ate/

Perio

d :

May

29

and

30, 2

008

3.

Plac

e of

Tra

inin

g

: B

awi I

rrig

atio

n Sc

hem

e Si

te

4.

A

ttend

ants

to T

rain

ing

Wor

ksho

p :

1)

JI

CA

Stud

y Te

am

:

Wat

er M

anag

emen

t Exp

ert (

1) a

nd L

ocal

(1

)

2)

DoI

Sta

ff

: Ir

rigat

ion

Offi

cer (

1)

3)

Farm

ers C

omm

ittee

: C

omm

ittee

Mem

ber,

Tota

l (11

) = M

(6) +

F (5

)

4)

AED

C/A

EDO

: A

bsen

t 5)

IO

from

DA

O :

SA

IO (1

) and

AIO

(1),

Ntc

heu

DA

O

5.

Out

lines

of T

rain

ing

Wor

ksho

p :

Item

D

escr

iptio

ns

1.

Trai

ning

Mod

ule

R

ehab

ilita

tion

wor

ks

M

aint

enan

ce w

orks

Cro

ppin

g

Wat

er

man

agem

ent

and

Dis

tribu

tion

Rot

atio

n

Wat

er

Man

agem

ent

Rec

ord

keep

ing

1.

Reh

abili

tatio

n W

orks

(a

) N

o. 5

and

No.

7 di

vers

ion

wei

rs; s

tone

Mas

onry

type

(b

) D

imen

sion

s of t

he W

eirs

; No

5 ( L

engt

h 15

.0, H

eigh

t 1.5

m) a

nd N

o 7(

Len

gth

12.7

, Hei

ght 1

8.m

) (c

) W

ater

Pip

ing;

from

the

No.

7wei

r bo

dy a

nd fo

unda

tion

was

obs

erve

d at

the

left

side

por

tions

of t

he w

eir,

and

the

disc

harg

es a

re g

radu

ally

incr

easi

ng li

ttle

by li

ttle.

2.

M

aint

enan

ce W

orks

(d

) In

take

can

al; c

onne

cted

with

No.

5 di

vers

ion

wei

r was

flas

hed

by th

e flo

od,

(e

) A

ctio

n Ta

ken;

flas

hing

and

cle

arin

g w

hich

occ

urre

d du

ring

the

wet

sea

son

and

the

cana

l alig

nmen

t was

shi

fted

to

the

left

side

and

ero

ded

porti

on w

as p

rote

cted

by

gabi

on st

ruct

ure.

3.

Cro

ppin

g (a

) 20

07/0

8 w

et s

easo

n cr

oppi

ng, m

ost o

f the

land

und

er th

e N

o.5

and

No.

7 w

eirs

wer

e cu

ltiva

ted

unde

r th

e ra

in-f

ed

cond

ition

s,

(b)

Use

of I

rrig

atio

n Fa

cilit

ies;

min

imum

use

of t

he re

habi

litat

ed ir

rigat

ion

faci

litie

s fo

r irr

igat

ion

activ

ities

. How

ever

su

pple

men

tal i

rrig

atio

ns w

ater

supp

lies f

or c

rops

. (c

) O

ther

Irrig

atio

n W

ater

Use

; per

iodi

cal w

ater

sup

ply

for f

ish

farm

ing

(thre

e po

nds

for N

o.5

area

and

four

pon

ds fo

r N

o.7)

wer

e/ar

e m

ade

thro

ugh

the

mai

n ca

nals

reha

bilit

ated

. (d

) Pr

esen

t cul

tivat

ion

area

s; 1

.0 h

a un

der N

o.5

dive

rsio

n w

eir a

nd 1

.5 h

a un

der N

o.7

wei

r site

s. 4.

W

ater

Man

agem

ent a

nd D

istr

ibut

ion

Rot

atio

n

(a)

Pres

ent S

yste

m o

f Rot

atio

n; fo

r exa

mpl

e w

ater

sup

ply

hour

s by

cro

ps a

re 6

-8 h

r for

mai

ze a

nd to

mat

o, 2

-6 h

r for

ca

bbag

e, 2

4 hr

for s

ugar

cane

and

ban

ana

usin

g dr

aina

ge w

ater

. (b

) W

ater

Sup

ply;

ben

efic

ial a

reas

und

er th

e N

o.7

wei

r, of

whi

ch o

rigin

al a

reas

are

2.8

ha

incr

ease

d co

mpa

red

to

befo

re, b

ecau

se o

f the

stab

ilize

d w

ater

supp

ly th

roug

h th

e re

habi

litat

ed d

iver

sion

wei

r. (c

) Pr

opos

ed R

otat

ion

Syst

em; B

awi I

rrig

atio

n Sy

stem

has

12

sub-

sche

mes

, 3-d

ay r

otat

iona

l wat

er d

istri

butio

n ha

s be

en m

ade;

3-d

ay fo

r rig

ht b

ank

sub-

sche

mes

and

3-d

ay fo

r lef

t ban

k su

b-sc

hem

es.

(d)

Less

ons

for

Rot

atio

n; b

ased

on

the

pres

ent

wat

er d

istri

butio

n w

ays,

the

Stud

y Te

am e

xpla

ined

to

the

farm

ers

grou

p on

the

prop

osed

rota

tion

plan

for t

he w

hole

Baw

i Irr

igat

ion

Sche

me

(ref

er to

Fig

ure

18).

(e

) C

omm

ents

on

the

Rot

atio

n Pl

an; t

he p

lan

was

acc

epte

d by

the

farm

ers.

(f)

Wat

er f

or F

ish

Pond

; fis

h fa

rmin

g in

No.

5 an

d N

o.7

are

rece

ivin

g th

e di

verte

d w

ater

fro

m t

he M

phok

o riv

er

4-173

Page 240: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Item

D

escr

iptio

ns

with

out r

otat

ion.

5.

W

ater

Man

agem

ent R

ecor

d K

eepi

ng

(a)

Dat

a C

olle

ctio

n; d

ata

that

was

requ

este

d to

be

colle

cted

sinc

e th

e be

ginn

ing

of th

e w

et se

ason

was

col

lect

ed.

(b)

Prog

ress

of R

ecor

d K

eepi

ng; i

t was

foun

d ou

t tha

t the

requ

este

d re

cord

kee

ping

wor

ks w

ere

stop

ped

by th

e en

d of

Ja

nuar

y 20

08.

2.

In

put/P

rocu

red

Mat

eria

ls fo

r Tra

inin

g 1.

D

raw

ings

; ind

icat

ing

prop

osed

rota

tiona

l irr

igat

ion

syst

em

3.

Out

com

es o

f the

Tra

inin

g

(a)

Impo

rtanc

e of

Wat

er D

istri

butio

n; f

arm

ers

unde

rsto

od th

e im

porta

nce

of r

otat

iona

l irr

igat

ion

met

hod,

esp

ecia

lly

durin

g th

e sc

arce

wat

er so

urce

s in

the

win

ter s

easo

n (b

) M

eetin

g; f

arm

er’s

grou

p w

ill h

old

the

mee

ting

with

all

bene

ficia

ries

to u

nder

stan

d an

d di

scus

s on

the

rot

atio

n w

ater

supp

ly p

ract

ices

and

als

o re

cord

kee

ping

s. (c

) M

aint

enan

ce; f

arm

ers w

ill d

o th

eir p

art t

o m

aint

ain

the

area

s at t

he in

take

poi

nts.

4.

Fa

rmer

’s G

roup

Opi

nion

/ Sug

gest

ions

1.

Fa

rmer

s req

uest

ed th

e fo

llow

ing

train

ings

(b

) cr

op m

anag

emen

t (c

) irr

igat

ed c

rop

prod

uctio

n th

roug

h fie

ld tr

ip (s

tudy

tour

)

5.

Req

uest

ed C

ontin

uous

Rec

ord

Kee

ping

s

1.

Rec

ordi

ngs o

f est

imat

ed g

ross

irrig

atio

n w

ater

requ

irem

ents

(GW

R) (

wee

kly

basi

s)

2.

Irrig

ated

Are

a (w

eekl

y ba

sis)

3.

R

ecor

ding

s of w

ater

surp

lus o

r sho

rtage

con

ditio

ns (w

eekl

y ba

sis)

4.

R

ecor

ding

s of f

arm

ing

activ

ities

and

enc

ount

ered

pro

blem

s (w

eekl

y ba

sis)

5.

Ta

ble

7 sh

ows t

he re

cord

kee

ping

form

writ

ten

in E

nglis

h ve

rsio

n.

6.

Oth

ers

1.

Stud

y Te

am r

eque

sted

Ntc

heu

DA

O Ir

riga

tion

Off

icer

and

Far

mer

Gro

ups t

he fo

llow

ing.

(a

) To

pre

pare

topo

grap

hic

map

; of t

he B

awi I

rrig

atio

n Sc

hem

e ba

sed

on th

e sp

ecifi

catio

n an

d w

ays

sugg

este

d by

the

Stud

y Te

am, i

n or

der t

o id

entif

y an

acq

uitta

l irr

igab

le a

reas

and

pre

sent

land

-use

of t

he sc

hem

e.

(b)

Cou

nter

mea

sure

s; to

be

take

n fo

r pro

tect

ion

of w

ater

pip

ing

at le

ft si

de o

f No.

7 di

vers

ion

wei

r (c

) R

efill

ing

of n

ew c

anal

; New

can

al b

ranc

hing

off

from

the

No.

7 m

ain

cana

l oug

ht to

be

refil

led

and

a ne

w o

ne

shou

ld b

e pr

ovid

ed to

avo

id n

on-e

ffect

ive

utili

zatio

n of

div

erte

d w

ater

to b

e di

scus

sed

with

the

rela

ted

mem

bers

. 2.

Te

achi

ngs;

ther

e is

nee

d to

teac

h fa

rmer

s on

mor

e pr

actic

al w

ater

man

agem

ent i

ssue

s 3.

R

ecor

d ke

epin

gs; a

re p

oor a

nd m

ust b

e en

cour

aged

.

4-174

Page 241: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Layo

ut M

ap o

f Ex

istin

g an

d Pr

opos

ed I

rrig

atio

n Sc

hem

e fo

r B

awi

Irrig

atio

n Sc

hem

e (L

i-21)

La

yout

Map

of

Rot

atio

nal

Wat

er S

uppl

y Pl

an f

or B

awi

Irrig

atio

n Sc

hem

e (L

i-21)

4-175

Page 242: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Tabl

e A4-

1(15

)

Tra

inin

g R

epor

t on

Wat

er M

anag

emen

t (B

awi 2

/2)

1.

Nam

e of

Sch

eme

: B

awi I

rrig

atio

n Sc

hem

e (L

i-21)

2.

D

ate/

Perio

d :

Jul

y 12

, 200

8 3.

Pl

ace

of T

rain

ing

:

Baw

i Irr

igat

ion

Sche

me

4.

Atte

ndan

ts to

Tra

inin

g W

orks

hop

:

1)

JIC

A St

udy

Team

:

Wat

er M

anag

emen

t Exp

ert (

1) a

nd L

ocal

(1)

2)

DoI

Sta

ff :

Abs

ent

3)

Farm

ers C

omm

ittee

:

Com

mitt

ee M

embe

rs, T

otal

(1) =

M (1

) + F

(0)

4)

AED

C/A

EDO

:

Abs

ent

5)

IO fr

om D

AO

: I

O (1

) and

SA

IO (1

), N

tche

u D

AO

5.

Out

lines

of T

rain

ing

Wor

ksho

p :

Item

D

escr

iptio

ns

1.

Trai

ning

Mod

ule

A

sses

smen

t of P

ipin

g W

ater

Ass

essm

ent R

esul

ts

So

lutio

n

1.

Ass

essm

ent o

f Pip

ing

wat

er; N

o.7

dive

rsio

n w

eir w

as s

urve

yed

in th

e as

pect

s of w

ater

pip

ing

from

wei

r bod

y an

d its

foun

datio

n, w

hich

hav

e be

en o

bser

ved

prev

ious

ly.

2.

A

sses

smen

t Res

ults

; As

a re

sult,

it w

as f

ound

out

that

wat

er p

ipin

g fr

om th

e w

eir

body

was

sam

e si

tuat

ion

as

befo

re.

3.

Solu

tion;

reha

bilit

atio

n do

ne o

n Ju

ly 2

, 200

8 by

the

sugg

estio

n of

the

Stud

y Te

am.

2.

Inpu

t/Pro

cure

d M

ater

ials

for T

rain

ing

3.

O

utco

mes

of t

he T

rain

ing

4.

Fa

rmer

’s G

roup

Opi

nion

/ Sug

gest

ions

5.

Con

tinuo

us R

ecor

d K

eepi

ngs

6.

Oth

ers

1.

Farm

ers’

Con

cern

s; e

xpre

ss t

heir

conc

ern

on p

oor

coor

dina

tion

in t

he s

chem

e be

caus

e of

the

spe

cula

tion

that

M

alaw

i gov

ernm

ent a

nd JI

CA

Stu

dy T

eam

wan

t to

seiz

e th

e la

nd fr

om th

e fa

rmer

.

2.

Farm

ers

Opi

nion

tow

ards

the

Spe

cula

tion;

wan

t to

sol

ve t

hese

iss

ues

thro

ugh

inte

rven

tion

by g

over

nmen

t an

d JI

CA

Stud

y Te

am.

3.

Fa

rmer

s Fe

ar; i

t is

cons

ider

ed th

at th

ese

prob

lem

s m

ight

occ

urre

d by

driv

ing

in a

sta

ke to

car

ry o

ut to

pogr

aphi

c su

rvey

s in

No.

5 an

d N

o7 a

reas

. 4.

To

pogr

aphi

c Su

rvey

s; u

nder

the

situ

atio

ns, t

he to

pogr

aphi

c su

rvey

s in

the

area

wer

e su

spen

ded

for t

he m

eant

ime.

5.

So

lutio

n to

the

Pro

blem

; to

sor

t ou

t pr

oble

ms

men

tione

d ab

ove,

joi

nt m

eetin

g in

volv

ing

farm

ers,

com

mitt

ee

mem

bers

, EPA

offi

cer o

f AED

C a

nd A

EDO

, DA

O ir

rigat

ion

offic

ers,

etc.

is sc

hedu

led

to b

e he

ld o

n Ju

ly 1

6, 2

008

at B

awi I

rrig

atio

n Sc

hem

e si

te.

4-176

Page 243: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Tabl

e A4-

1(16

)

Tr

aini

ng R

epor

t on

Wat

er M

anag

emen

t (C

hibw

ana

1/2)

1.

Nam

e of

Sch

eme

: C

hibw

ana

Irrig

atio

n Sc

hem

e (M

a-1)

2.

D

ate/

Perio

d :

Jun

e 3

- Jun

e 5,

200

8 3.

Pl

ace

of T

rain

ing

:

Chi

bwan

a Ir

rigat

ion

Sche

me

Site

4.

A

ttend

ants

to T

rain

ing

Wor

ksho

p :

1)

JI

CA

Stud

y Te

am

: W

ater

Man

agem

ent E

xper

t (1)

and

Loc

al (1

) 2)

D

oI S

taff

: I

rrig

atio

n O

ffice

r (1)

3)

Fa

rmer

s Com

mitt

ee

: C

omm

ittee

Mem

bers

,Tot

al(1

0) =

M(5

) + F

(5)

4)

AED

C/A

EDO

:

Abs

ent

5)

IO fr

om D

AO

:

Irr

igat

ion

Offi

cer (

1), M

achi

nga

DA

O

6)

Oth

ers

:

Vill

age

head

man

(1)

5.

Out

lines

of T

rain

ing

Wor

ksho

p :

Item

D

escr

iptio

ns

1.

Trai

ning

Mod

ule

R

ehab

ilita

ted

Stru

ctur

es

D

ry S

easo

n C

ropp

ing

W

ater

Man

agem

ent a

nd R

otat

ion

M

aint

enan

ce W

orks

Wat

er M

anag

emen

t Rec

ord

keep

ing

W

ater

logg

ing

Con

ditio

ns

1)

Reh

abili

tate

d St

ruct

ures

(a

) D

iver

sion

wei

r; re

habi

litat

ed b

y ga

bion

,

(b)

Inta

ke st

ruct

ure;

repa

ired

with

dam

aged

slui

ce g

ate,

(c

) M

ain

cana

l; to

tal l

engt

h of

1,3

50 m

, six

div

isio

n bo

xes a

nd se

cond

ary

cana

ls

2)

Dry

Sea

son

Cro

ppin

g (a

) La

nd P

repa

ratio

n; is

not

yet

into

act

ion,

bec

ause

farm

ers a

re st

ill h

arve

stin

g ric

e un

til th

e en

d of

July

.

(b)

Sche

dule

d D

ate

for

Dry

sea

son

crop

ping

; fa

rmer

s re

plie

d th

at t

he d

ry s

easo

n cr

oppi

ng w

ill s

tarts

fro

m t

he

begi

nnin

g of

Aug

ust.

(c

) W

ater

Lev

el C

ondi

tion;

cur

rent

wat

er le

vel o

f the

Sum

ulu

river

is n

ot e

noug

h to

div

ert w

ater

to th

e m

ain

cana

l, ev

en th

ough

div

ersi

on w

eir w

as re

habi

litat

ed b

y pu

tting

gab

ion

to ra

ise

wat

er le

vel.

(d)

Tota

l A

rea

Con

side

red

for

Irrig

atio

n; o

nly

30 h

a. T

his

is d

ue t

o th

e cu

rren

t si

tuat

ions

of

the

defe

ctiv

e an

d da

mag

ed p

rote

ctio

n ba

nd p

artia

lly p

rovi

ded

alon

g th

e Su

mul

u riv

er a

s th

ere

has

been

nat

ural

flow

of w

ater

in th

e m

iddl

e of

the

who

le sc

hem

e fr

om th

e N

o.1

bloc

k to

the

No.

6 bl

ock.

3)

W

ater

Man

agem

ent a

nd R

otat

ion

(a)

Prop

osed

Rot

atio

n; 5

-day

rota

tiona

l irr

igat

ion

met

hods

for f

ive

rota

tion

bloc

ks w

ere

prop

osed

to th

e sc

hem

e,

(b)

Trai

ning

; exp

lana

tion

and

disc

ussi

on o

n th

e m

etho

ds w

ere

mad

e to

the

repr

esen

tativ

e of

the

farm

er’s

grou

p (r

efer

to

Fig

ure1

9).

(c

) Fa

rmer

s’ C

omm

ents

on

Rot

atio

n; th

e id

ea w

as n

ot fu

lly a

ccep

ted,

bec

ause

of t

he c

urre

nt fl

oodi

ng p

robl

ems a

t the

m

iddl

e of

the

sche

me

and

also

poo

r con

ditio

n of

the

pres

ent s

econ

dary

can

als.

(d)

Stud

y Te

ams’

Vie

ws

on C

omm

ents

; mod

ifica

tion

of th

e ro

tatio

nal i

rrig

atio

n w

ater

sup

ply

plan

will

be

need

ed,

cons

ider

ing

that

the

six

seco

ndar

y ca

nals

will

sup

ply

wat

er to

a d

ista

nce

of a

bout

200

m, a

fter t

hat t

he s

econ

dary

ca

nals

will

be

join

ed b

y th

e na

tura

l flo

w w

ith fl

ood

wat

er fl

owin

g in

to a

rea

from

the

dam

aged

pro

tect

ion

band

. 4)

M

aint

enan

ce W

orks

(a

) Ex

cava

tion

of th

e se

cond

ary

cana

ls; e

spec

ially

NO

.3 a

nd N

o.5

cana

ls w

as s

ched

uled

by

the

farm

ers

as s

oon

as

poss

ible

afte

r har

vest

ing

the

sum

mer

seas

on ri

ce, b

efor

e Aug

ust.

(b)

Dry

Sea

son

Cro

ps; m

aize

, tom

ato,

bea

ns, e

tc..

5)

W

ater

Man

agem

ent R

ecor

d K

eepi

ng

a)

Col

lect

ion

Met

hods

; ins

truct

ions

wer

e gi

ven

to th

e fa

rmer

s gro

ups.

4-177

Page 244: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Item

D

escr

iptio

ns

b)

Out

put;

it w

as fo

und

out t

hat t

he p

aper

s for

the

reco

rd k

eepi

ngs w

ere

kept

by

the

old

Secr

etar

y of

the

Com

mitt

ee.

But

, cur

rent

Sec

reta

ry w

as a

ssur

ing

the

Stud

y Te

am o

f the

exi

stin

g re

cord

s bei

ng k

ept

c)

New

form

at o

f the

reco

rd k

eepi

ngs;

writ

ten

in lo

cal d

ialo

gue

of “

Chi

chew

a” w

as p

rovi

ded

to th

e C

omm

ittee

m

embe

r to

star

t rec

ords

from

Jun

e 20

08.

d)

Zum

ulu

Riv

er W

ater

Lev

el; t

he S

tudy

Tea

m w

as re

ques

ted

to p

rovi

de a

n ad

ditio

nal s

taff

gaug

es a

t the

div

ersi

on

wei

r site

in th

e w

ater

sour

ce, b

ecau

se w

ater

doe

s not

flow

into

the

mai

n ca

nal d

urin

g th

e ha

rves

ting

mon

ths.

6)

Wat

er L

oggi

ng C

ondi

tions

(a

) So

lutio

n; to

sol

ve th

e is

sues

of

wat

er lo

ggin

gs a

t far

m le

vel,

typi

cal i

mpr

ovem

ent m

etho

ds f

or s

urfa

ce d

rain

age

cond

ition

s wer

e ex

plai

ned

as th

e re

fere

nces

.

(a)

Prio

rity;

How

ever

, it w

as st

ated

the

issu

e w

ould

be

plac

ed a

s sec

ond

prio

rity

in th

e sc

hem

e.

2.

Inpu

t/Pro

cure

d M

ater

ials

for T

rain

ing

1)

Dra

win

gs; i

ndic

atin

g pr

opos

ed ro

tatio

nal i

rrig

atio

n sy

stem

s 3.

O

utco

mes

of t

he T

rain

ing

1.

W

illin

gnes

s of

the

far

mer

’s g

roup

to

follo

w t

he R

otat

ion;

are

ver

y m

uch

will

ing

to f

ollo

w t

he s

ugge

sted

rot

atio

nal

irrig

atio

n sy

stem

s as l

ong

as th

e se

cond

ary

cana

l exc

avat

ion

will

be

done

. 2.

W

ork

Sche

dule

; af

ter f

inis

hing

har

vest

ing

wor

ks o

f the

wet

sea

son

crop

s, ex

cava

tion

of s

econ

dary

can

als,

clea

ring

of

gras

s and

silt

from

the

cana

ls w

ill st

art b

efor

e la

nd p

repa

ratio

ns in

Aug

ust.

4.

Farm

er’s

Gro

up O

pini

on/ S

ugge

stio

ns

1.

Req

uest

; Pro

visi

on o

f pro

tect

ion

band

alo

ng th

e Su

mul

u riv

er, t

o so

lve

the

prob

lem

s of t

he fl

ood

wat

er in

the

sche

me.

5.

R

eque

sted

Con

tinuo

us R

ecor

d K

eepi

ngs

1.

Rec

ordi

ngs o

f dis

char

ge re

cord

s suc

h as

mai

n ca

nal w

ater

dep

th, d

iver

ted

disc

harg

e, G

WR

(wee

kly

basi

s)

2.

Rec

ordi

ngs o

f loc

atio

n of

irrig

atio

n ar

ea a

nd ir

rigat

ed a

rea

(wee

kly

basi

s)

3.

Rec

ordi

ngs o

f wat

er su

rplu

s or s

horta

ge c

ondi

tions

(wee

kly

basi

s)

4.

Rec

ordi

ngs o

f far

min

g ac

tiviti

es a

nd e

ncou

nter

ed p

robl

ems (

wee

kly

basi

s)

5.

Tabl

e 8

show

s the

reco

rd k

eepi

ng fo

rm w

ritte

n in

Eng

lish

vers

ion.

6.

O

ther

s

1.

Farm

ers R

eque

st;

a.

to

pro

vide

a st

aff g

auge

s to

obse

rve

wat

er le

vel a

t the

div

ersi

on w

eir s

ite

b.

to p

repa

re a

“C

hich

ewa”

form

at fo

r rec

ord

keep

ings

c.

to

vis

it ag

ain,

afte

r for

mul

atio

n of

a n

ew p

lan

of th

e ro

tatio

nal i

rrig

atio

n sy

stem

s in

line

with

the

pres

ent s

ituat

ion

at th

e sc

hem

e d.

To

pro

vide

sack

s of s

and-

bags

to in

crea

se th

e w

ater

leve

l at t

he d

iver

sion

wei

r site

.

4-178

Page 245: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Layo

ut M

ap o

f Ex

istin

g an

d Pr

opos

ed Ir

rigat

ion

Syst

ems

for

Chi

bwan

a Irr

igat

ion

Sche

me

(Ma-

1)

Layo

ut M

ap o

f R

otat

iona

l W

ater

Sup

ply

for

Chi

bwan

a Irr

igat

ion

Sche

me

(Ma-

1)

4-179

Page 246: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Tabl

e A4-

1(17

)

Tr

aini

ng R

epor

t on

Wat

er M

anag

emen

t (C

hibw

ana

2/2)

1.

N

ame

of S

chem

e :

Chi

bwan

a Ir

rigat

ion

Sche

me

(Ma-

1)

2.

Dat

e/Pe

riod

: Ju

ly 2

, 200

8 3.

Pl

ace

of T

rain

ing

: C

hibw

ana

Irrig

atio

n Sc

hem

e Si

te.

4.

A

ttend

ants

to T

rain

ing

Wor

ksho

p :

1)

JIC

A St

udy

Team

:

Wat

er M

anag

emen

t Exp

ert (

1) a

nd L

ocal

(1)

2)

DoI

Sta

ff :

Abs

ent

3)

Farm

ers C

omm

ittee

:

Com

mitt

ee M

embe

rs, T

otal

(3) =

M (3

) + F

(0)

4)

AED

O/A

EDC

: A

EDC

(1) a

nd A

EDO

(1),

Nsa

nam

a EP

A

5)

IO fr

om D

AO

:

Abs

ent

5.

Out

lines

of T

rain

ing

Wor

ksho

p :

Item

D

escr

iptio

ns

1.

Trai

ning

Mod

ule

Ir

rigat

ion

Stru

ctur

es

W

ork

Sche

dule

be

fore

D

ry

seas

on c

ropp

ing

W

ater

M

anag

emen

t an

d W

ater

D

istri

butio

n R

otat

ion

W

ater

M

anag

emen

t R

ecor

d K

eepi

ng.

1.

Irri

gatio

n St

ruct

ures

(a

) R

epla

cem

ent o

f the

Inta

ke g

ate,

was

repl

aced

on

June

27-

28, 2

008.

(b

) R

ecom

men

ded

reha

bilit

atio

n w

orks

; No.

3 an

d N

o5 s

econ

dary

can

al s

houl

d be

cle

aned

and

exc

avat

ed b

efor

e th

e st

art

of th

e w

inte

r sea

son

crop

ping

. 2.

W

ork

Sche

dule

bef

ore

Dry

Sea

son

Cro

ppin

g (J

uly

25, 2

008)

. a.

Pro

visi

on o

f san

d-ba

g in

fron

t of t

he d

iver

sion

wei

r to

rais

e up

the

wat

er le

vel i

n th

e Su

mul

u riv

er

b. C

lean

ing

of m

ain

cana

l and

exc

avat

ion

of N

o.3

and

No.

5 se

cond

ary

cana

ls

c. P

rocu

rem

ent;

of k

ey t

o lo

ck th

e ga

te h

andl

e 3.

W

ater

Man

agem

ent a

nd W

ater

Dis

trib

utio

n R

otat

ion

(a) I

rrig

atio

n W

ater

Sup

ply;

dry

seas

on c

ropp

ing;

is y

et to

star

t (b

) Rot

atio

n; R

evis

ed 5

-day

rota

tion

irrig

atio

n pl

an fo

r 5 ro

tatio

n bl

ocks

was

pre

sent

ed to

the

Com

mitt

ee m

embe

rs (r

efer

to

Fig

ure

22).

(c

) The

Pla

n; 3

4ha

out o

f 85h

a (to

tal a

rea)

will

be

irrig

ated

dur

ing

the

dry

seas

on T

he b

alan

ce (5

2 ha

) will

be

rem

aine

d as

no

n-cu

ltiva

tion

area

s, du

e to

insu

ffici

ent w

ater

supp

ly.

4.

Wat

er M

anag

emen

t Rec

ord

Kee

ping

a)

Col

lect

ion

of O

ld R

ecor

ds;

inst

ruct

ed r

ecor

ds r

elat

ed t

o th

e w

ater

man

agem

ent

wer

e co

llect

ed f

rom

the

Com

mitt

ee

mem

bers

. b)

Out

put;

reco

rdin

g ha

d be

en s

topp

ed in

Feb

ruar

y 20

08. A

s pe

r th

e su

rvey

, the

rec

ords

wer

e st

oppe

d be

ing

reco

rded

in

Febr

uary

, 200

8.

c) N

ew s

et o

f For

ms;

The

Sec

reta

ry w

as g

iven

the

Chi

chew

a ve

rsio

n fo

r rec

ord

keep

ing

and

was

enc

oura

ged

to re

cord

as

muc

h as

pos

sibl

e.

d) W

ater

leve

l at t

he S

ourc

e; it

was

requ

este

d th

at w

ater

leve

l in

mai

n ca

nal a

nd th

e Zu

mul

u riv

er b

e re

cord

ed.

2.

Inpu

t/Pro

cure

d M

ater

ials

1.

R

evis

ed D

raw

ings

indi

catin

g pr

opos

ed ro

tatio

nal i

rrig

atio

n sy

stem

s. 3.

O

utco

mes

of t

he T

rain

ing

1.

Land

Pre

para

tion;

farm

ers s

tarte

d la

nd p

repa

ratio

n as

of J

uly

1.

2.

Farm

ers m

ade

the

follo

win

g sc

hedu

le:

a) S

econ

dary

can

al c

lean

ing;

Jul

y 3,

200

8

4-180

Page 247: APPENDIX 3 REHABILITATION AND O&M OF …Final Report, Appendix 3 Rehabilitation and O&M of Irrigation Facilities August 2009 ii Table A3-5(2/8) Profile of Verification Site – Mz-4

Item

D

escr

iptio

ns

b) E

lect

ing

repr

esen

tativ

es fo

r eac

h zo

ne; i

.e. a

ccor

ding

to th

e ro

tatio

nal s

yste

m o

f irr

igat

ion.

On

July

3, 2

008

c) S

and

Bag

for D

iver

sion

Wei

r Use

; col

lect

ion

of sa

cks f

rom

eac

h fa

rmer

whi

ch w

ill b

e us

ed fo

r san

dbag

s at t

he d

iver

sion

w

eir s

ite to

incr

ease

wat

er le

vel o

n Ju

ly 3

, 200

8 d)

To

finis

h la

nd p

repa

ratio

n; fo

r pla

ntin

g w

inte

r sea

son

crop

s of m

aize

and

tom

atoe

s by

July

25,

200

8 4.

Fa

rmer

’s G

roup

Opi

nion

/ Sug

gest

ions

N

one

5.

Con

tinuo

us R

ecor

d K

eepi

ngs

N

one

6.

Oth

ers

Non

e

Layo

ut M

ap o

f Ex

istin

g an

d Pr

opos

ed I

rrig

atio

n Sy

stem

s fo

r W

inte

r Se

ason

C

ropp

ing

in C

hibw

ana

Irrig

atio

n Sc

hem

e (M

a-1)

(und

er th

e Pr

esen

t Situ

atio

n)

Layo

ut M

ap o

f Rot

atio

nal W

ater

Sup

ply

Plan

for W

inte

r Sea

son

Cro

ppin

g in

C

hibw

ana

Irrig

atio

n Sc

hem

e (m

a-1)

(und

er th

e Pr

esen

t situ

atio

n)

4-181