Upload
others
View
0
Download
0
Embed Size (px)
Citation preview
APPENDIX 3
REHABILITATION AND O&M
OF IRRIGATION FACILITIES
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
3-19
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
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
3-21
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
3-22
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.
3-23
Item
20
07
No.
Sept
em
ber
Octo
ber
SS
SS
SS
SS
SS
SS
SS
20
21
22
23
24
25
26
27
28
29
30
31
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
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
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
Li-2
1◎
◎◎
◎◎
◎◎
◎◎
◎
◆◆
◆◆
◆◆
◆◆
◆◆
◆◆
◆◆
◆◆
◆◆
◆◆
◆◆
◆◆
◆◆
◆◆
◆
●●
●●
●●
●●
●●
●●
●●
●●
●●
●●
Irrig
atio
n O
ffice
r●
●●
●●
●●
●●
●●
●●
●●
●●
●●
●●
●●
●●
●●
●●
●●
●●
●●
AED
C● ●
●●
●●
●●
●●
●●
●●
●●
●
Farm
ers
4958
4033
4235
4151
2742
4839
1729
2325
2222
1617
3121
5115
1917
Mz-
4M
anth
a◎
◎◎
◎◎
◎◎
◎◎
◆◆
◆◆
◆◆
●●
●●
●●
●●
●●
●●
●●
●●
●●
●●
●●
Irrig
atio
n O
ffice
r●
●●
●
AED
C
●●
●●
●●
Farm
ers
3641
4134
4023
2721
2831
2037
2428
1820
2819
2122
1421
2320
12
Kas
-40
Kac
here
◎◎
◎◎
◎◎
◎◎
◎
◆◆
◆◆
◆◆
◆◆
◆◆
●●
●●
●●
●●
●●
●●
●●
●
Irrig
atio
n O
ffice
r●
●●
AED
C● ●
●●
●●
●●
Farm
ers
4727
2234
4964
6338
4461
6164
6353
6462
3261
5344
4063
5049
3031
2444
7154
5652
4041
5340
4736
34
Kas
-47
Titu
kula
ne◎
◎◎
◎
◆◆
◆◆
◆◆
◆◆
◆◆
◆◆
Mon
itorin
g Te
am●
●
Irrig
atio
n O
ffice
r●
●●
●●
●●
●●
●●
●
AED
C●
●●
●●
●●
●●
●●
●●
Farm
ers
103
103
105
105
103
102
102
103
103
103
103
103
104
104
104
10
Kas
-46
Chi
woz
a D
am◎
◎◎
◎◎
◎
◆◆
◆◆
◆◆
◆
◆●
●●
●●
●●
●●
●●
●●
●
Irrig
atio
n O
ffice
r●
●
AED
C●
●●
●●
●●
●●
●●
●●
●●
●●
●●
●●
●●
●●
●●
●●
●●
●●
●●
●●
●●
●●
●●
●●
●●
●●
●●
●
Farm
ers
5655
5256
5656
5056
4556
4956
5156
5359
5955
5459
6061
5053
4860
6163
5962
6458
60
Li-2
◎◎
◎◎
◆◆
◆◆
◆◆
●●
●●
●●
Irrig
atio
n O
ffice
r●
●●
AED
C●
●●
●
●●
●●
●●
●●
●●
●●
●
Farm
ers
1122
1921
1723
1215
1931
174
1217
723
157
49
14
Mz-
11B
etha
ni◎
◎◎
◎
◆◆
◆◆
◆◆
◆◆
◆
●●
●●
●●
●●
Irrig
atio
n O
ffice
r●
21
23
12
21
1
AED
C
22
22
12
21
22
2
Farm
ers
3522
823
3218
2722
2427
2725
1926
15
Ma-
1C
hibw
ana
◎◎
◎◎
◎◎
●◆
◆◆
◆
●●
●●
●●
●●
●●
●●
●
Irrig
atio
n O
ffice
r●
●●
●
AED
C●
●●
●●
●●
AED
O●
●●
●●
●●
●●
●●
●●
●●
877
6696
3221
4517
2835
1513
2654
2616
1616
2521
2323
2122
◎:
Wee
kly
Mee
ting
●:
Site
Vis
it◆
:Si
te V
isit
Team
A
Tab
le A
3-3
Par
ticip
atio
n of
Sta
keho
lder
s to
Reh
abili
tatio
n W
orks
W
ork
Des
crip
tion
Stud
y Te
am C
/P
Au g
ust
Stud
y Te
am C
/PB
awi
Stud
y Te
am C
/PM
onito
ring
Team
Stud
y Te
am C
/P
Nov
embe
r
Mon
itorin
g Te
am
AED
O
Mon
itorin
g Te
am
AED
O
AED
O
Mon
itorin
g Te
am
AED
O
AED
O
Stud
y Te
am C
/P
AED
O
Farm
ers
Mon
itorin
g Te
am
Cha
seta
Mon
itorin
g Te
am
Stud
y Te
am C
/P
AED
O
Stud
y Te
am C
/P
Mon
itorin
g Te
am
Stud
y Te
am C
/P
3-24
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
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
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
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
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
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
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
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
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
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
3-34
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
3-35
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.
3-36
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
3-37
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.
3-38
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
3-39
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.
3-40
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
3-41
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
3-42
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)
3-43
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
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
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
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
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
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
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
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
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
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
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
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
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
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
cana
ls
Se
arch
ing
of re
liabl
e m
arke
ts
U
pgra
ding
of r
oads
and
leve
ling
in th
e sc
hem
es
From
Irri
gatio
n O
ffic
ers,
AE
DC
/AE
DO
:
Solid
arity
bet
wee
n vi
llage
s by
proj
ect
H
ard
wor
king
and
par
ticip
atio
n of
farm
ers
N
o in
volv
emen
t of D
onor
s tec
hnic
al m
embe
rs
N
o pr
oper
site
inve
stig
atio
n in
the
plan
La
ck o
f tra
nspa
renc
y
N
o tim
ely
fund
ing
prov
ided
Low
leve
l of f
arm
ers e
duca
tion
Poor
road
acc
essi
bilit
y
Poor
mar
ket f
or th
e pr
oduc
e
Was
hed
away
wei
r
R
econ
stru
ctio
n of
wei
r
Rev
isio
n of
dam
des
ign
R
ehab
ilita
tion
of c
anal
s
Trai
ning
of f
arm
ers a
nd e
xten
sion
staf
f
Con
stru
ctio
n of
road
s, br
idge
s and
w
areh
ouse
Khw
isa
(Ma-
20)
(Riv
er
dive
rsio
n w
eir)
From
Far
mer
s :
3-57
58
/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
Esta
blis
hmen
t of c
oope
rativ
e
Trai
ning
s on
cro
ppin
g ca
lend
ar, c
rop
prod
uctio
n an
d co
nflic
t res
olut
ion
N
o fu
lfillm
ent o
f Don
or p
rom
ises
W
ashe
d aw
ay w
eir (
thre
e tim
es)
La
ck o
f tra
nspa
renc
y of
fund
s
Unf
inis
hed
wor
ks o
f roa
d an
d sh
ade
cons
truct
ions
Dam
aged
can
als (
no li
ning
and
poo
r des
igni
ng)
Po
or d
esig
n of
dam
(a lo
t of s
eepa
ge)
Se
ason
abili
ty o
f stre
am w
ater
Unt
imel
y fu
ndin
g
A
dequ
ate
assi
stan
ce b
y D
onor
s for
co
nstru
ctio
n of
wei
r
Red
esig
ning
/Rec
onst
ruct
ion
of d
am /
cana
ls
D
iver
sion
of r
egul
ated
rive
r flo
w
Ti
mel
y fu
ndin
g fo
r con
stru
ctio
n
Nee
ds o
f con
sulta
tion
and
invo
lvem
ent o
f fa
rmer
s in
ever
y st
age
of sc
hem
e co
nstru
ctio
n
3-58
APPENDIX 4
WATER MANAGEMENT
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
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
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
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
Tab
le A
1-1(
1)
Mon
thly
Rai
nfal
l Dat
a (S
tatio
n :
Kar
onga
in N
orth
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
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
/74
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
.419
74/7
511
.70.
00.
06.
44.
823
6.0
219.
213
0.8
211.
321
8.2
3.0
1.8
1043
.219
75/7
60.
07.
10.
00.
013
.212
4.5
220.
015
4.9
439.
720
6.8
12.4
5.6
1184
.219
76/7
70.
00.
50.
06.
40.
099
.318
4.9
117.
126
1.6
156.
571
.40.
089
7.7
1977
/78
0.0
0.0
0.0
0.0
59.9
167.
417
9.8
192.
554
0.8
161.
30.
00.
813
02.5
1978
/79
0.0
0.0
0.0
0.0
52.3
236.
723
5.5
324.
145
0.9
342.
616
.30.
516
58.9
1979
/80
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
.519
80/8
10.
00.
00.
00.
030
.111
5.2
83.0
270.
122
4.6
89.9
74.0
0.0
886.
919
81/8
20.
00.
30.
00.
015
5.8
73.4
68.7
140.
814
4.1
125.
927
.90.
273
7.1
1982
/83
0.0
0.0
0.0
16.1
88.0
54.1
230.
346
.917
1.5
297.
415
.50.
091
9.8
1983
/84
0.0
0.0
0.0
0.0
27.9
367.
725
5.7
202.
529
5.0
44.0
2.6
0.0
1195
.419
84/8
50.
00.
00.
00.
091
.542
9.3
159.
990
.622
9.5
80.1
1.2
0.0
1082
.119
85/8
60.
70.
00.
00.
011
8.1
100.
730
7.5
126.
727
4.9
68.7
22.8
6.0
1026
.119
86/8
70.
00.
00.
04.
59.
338
5.9
74.4
260.
115
9.3
146.
90.
10.
010
40.5
1987
/88
0.0
0.0
0.0
0.0
14.4
98.1
213.
915
5.5
248.
933
.67.
30.
077
1.7
1988
/89
0.0
0.0
0.0
1.2
67.7
141.
013
3.8
93.5
269.
619
4.4
6.0
1.3
908.
519
89/9
02.
50.
00.
00.
075
.710
6.7
109.
016
2.8
149.
311
9.9
10.6
0.0
736.
519
90/9
10.
00.
00.
00.
010
.743
.019
8.3
118.
821
8.0
221.
814
.20.
082
4.8
1991
/92
1.1
0.0
0.0
0.0
0.5
201.
021
4.9
100.
813
9.8
193.
345
.10.
689
7.1
1992
/93
0.0
0.0
0.0
0.0
118.
411
7.5
137.
513
0.2
159.
721
7.3
1.4
0.2
882.
219
93/9
40.
00.
00.
00.
00.
08.
911
9.9
135.
513
5.6
67.5
0.0
0.0
467.
419
94/9
50.
00.
30.
00.
07.
752
.811
5.1
265.
322
2.2
56.9
1.2
0.0
721.
519
95/9
60.
00.
00.
00.
00.
010
2.4
148.
914
5.8
410.
417
7.6
65.7
0.3
1051
.119
96/9
70.
30.
00.
00.
00.
183
.791
.512
7.3
57.7
81.3
0.0
0.0
441.
919
97/9
825
.10.
00.
00.
231
.947
9.5
248.
315
2.9
117.
125
8.6
15.5
0.0
1329
.119
98/9
90.
00.
00.
10.
00.
213
2.6
115.
462
.832
3.7
235.
123
.60.
389
3.8
1999
/00
0.0
0.0
0.0
0.0
21.9
48.6
95.1
86.4
263.
924
0.5
0.0
0.0
756.
420
00/0
10.
00.
00.
020
.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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
4-18
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
4-19
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
4-20
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
4-21
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
4-22
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
4-23
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
4-24
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
Tab
le A
2-5
S
chedule
of
Lan
d P
repar
atio
n W
ork
s an
d W
ater
Dis
trib
ution
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
1 B
lock
A U
nit
P2
P2
PL
PL
P1
RL
LH
PTP
B U
nit
P2
P2
PL
PL
P1
RL
LH
PTP
C U
nit
P2
P2
PL
PL
P1
RL
LH
PTP
D U
nit
P2
P2
PL
PL
P1
RL
LH
PTP
2 B
lock
A U
nit
P2
P2
PL
PL
P1
RL
LH
PTP
B U
nit
P2
P2
PL
PL
P1
RL
LH
PTP
C U
nit
P2
P2
PL
PL
P1
RL
LH
PTP
D U
nit
P2
P2
PL
PL
P1
RL
LH
PTP
3 B
lock
A U
nit
P2
P2
PL
PL
P1
RL
LH
PTP
B U
nit
P2
P2
PL
PL
P1
RL
LH
PTP
C U
nit
P2
P2
PL
PL
P1
RL
LH
PTP
D U
nit
P2
P2
PL
PL
P1
RL
LH
PTP
4 B
lock
A U
nit
P2
P2
PL
PL
P1
RL
LH
PTP
B U
nit
P2
P2
PL
PL
P1
RL
LH
PTP
C U
nit
P2
P2
PL
PL
P1
RL
LH
PTP
D U
nit
P2
P2
PL
PL
P1
RL
LH
PTP
5 B
lock
A U
nit
P2
P2
PL
PL
P1
RL
LH
PTP
B U
nit
P2
P2
PL
PL
P1
RL
LH
PTP
C U
nit
P2
P2
PL
PL
P1
RL
LH
PTP
D U
nit
P2
P2
PL
PL
P1
RL
LH
PTP
6 B
lock
A U
nit
P2
P2
PL
PL
P1
RL
LH
PTP
B U
nit
P2
P2
PL
PL
P1
RL
LH
PTP
C U
nit
P2
P2
PL
PL
P1
RL
LH
PTP
D U
nit
P2
P2
PL
PL
P1
RL
LH
PTP
Note
: P2
: 1st
Irr
i gat
ion
PL
: P
low
ing
P
1 : 2nd
Irriga
tion
RL
: C
lean
and
Repa
ir o
f Leve
e P
: 3rd
Irr
igat
ion
L:
Pla
ster
of Leve
eH
: H
arro
win
gTP
: T
ransp
lanting
Irriga
tion
Blo
ck
Irriga
tion U
nit
Dat
e
4-106
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
4-107
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
4-108
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
4-109
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
4-110
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
4-111
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
4-112
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)
4-113
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
4-114
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
18
%
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
m3)
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/h
a)qi3
(lit/se
c/ha)
qi4
(lit/se
c/ha
)∑
qi
(lit/se
c)Q
i(1
,000
m3)
Qom
(1,0
00m
3)
Qoe
(1,0
00m
3)
ETo
(mm
)V
ETo
(1,0
00 m
3)
Rlo
(1,0
00
m3)
Qrl
(1,0
00m
3)
∑Q
o(1
,000
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.
160
36.1
83.1
4.2
333.6
347
3.2
533.4
41.4
40.0
10.0
144
024
90
20.3
0.7
0.5
1.2
250.2
625.
160
36.1
83.1
4.2
333.6
347
3.2
533.4
41.4
40.0
10.0
144
024
90
20.3
0.7
0.5
1.2
250.2
15
60
7.2
54.2
3.4
633.8
747
3.2
533.4
41.4
40.3
60.0
20.0
10.0
324
0115
.30
23.7
0.8
0.5
1.3
116.6
25
60
7.2
54.2
3.4
633.8
747
3.2
533.4
41.4
40.3
60.0
20.0
10.0
324
0115
.30
23.7
0.8
0.5
1.3
116.6
35
60
7.2
54.2
3.4
633.8
747
3.2
533.4
41.4
40.3
60.0
30.0
10.0
468
0115
.30
23.7
0.8
0.5
1.3
116.6
45
60
7.2
54.2
3.4
633.8
747
3.2
533.4
41.4
40.3
60.0
30.0
10.0
468
0115
.30
23.7
0.8
0.5
1.3
116.6
55
60
7.2
54.2
3.4
633.8
747
3.2
533.4
41.4
40.3
60.4
40.0
10.6
372
0.3
115
.30
23.7
0.8
0.5
1.3
116.9
65
60
7.2
54.2
3.4
633.8
747
3.2
533.4
41.4
40.3
60.4
40.0
10.6
372
0.3
115
.30
23.7
0.8
0.5
1.3
116.9
10.4
60
047
3.2
433.4
144
.63.1
633.1
91.4
40.3
61.7
30.0
12.4
948
1.1
00
23.6
0.8
0.5
1.3
2.4
20.4
60
044
.63.1
633.1
942
.33.0
932.9
61.4
40.3
61.7
30.0
12.4
948
1.1
00
23.6
0.8
0.4
1.2
2.3
30.4
60
042
.33.0
932.9
640
.63.0
332.7
51.4
40.3
60.7
0.1
21.0
512
0.5
00
23.6
0.8
0.4
1.2
1.7
40.4
60
040
.63.0
332.7
538
.92.9
732.5
31.4
40.3
60.7
0.1
21.0
512
0.5
00
23.6
0.8
0.4
1.2
1.7
50.4
60
038
.92.9
732.5
337
.22.9
132.2
81.4
40.3
60.8
30.1
31.2
42
0.5
00
23.6
0.8
0.4
1.2
1.7
60.4
60
037
.22.9
132.2
835
.52.8
532.0
21.4
40.3
60.8
30.1
31.2
42
0.5
00
23.6
0.8
0.4
1.2
1.7
10
60
035
.52.8
532.0
233
.82.7
931.7
41.4
40.3
60.9
0.1
31.3
428
0.6
00
22.1
0.7
0.4
1.1
1.7
20
60
033
.82.7
931.7
432
.22.7
231.4
1.4
40.3
60.9
0.1
31.3
428
0.6
00
22.1
0.7
0.3
11.6
30
60
032
.22.7
231.4
30.6
2.6
631.0
81.4
40.3
60.9
60.1
41.4
328
0.6
00
22.1
0.7
0.3
11.6
40
60
030
.62.6
631.0
829
2.6
30.7
41.4
40.3
60.9
60.1
41.4
328
0.6
00
22.1
0.7
0.3
11.6
50
60
029
2.6
30.7
427
.42.5
330.3
31.4
41.4
40.3
60.9
80.0
10.1
71.4
868
0.6
00
22.1
0.7
0.3
11.6
60
60
027
.42.5
330.3
325
.82.4
629.9
1.4
41.4
40.3
60.9
80.0
10.1
71.4
868
0.6
00
22.1
0.7
0.3
11.6
10
60
025
.82.4
629.9
24.1
2.3
929.4
41.4
41.4
40.3
60.9
80.0
20.2
1.5
12
0.7
00
23
0.7
0.3
11.7
20
60
024
.12.3
929.4
422
.52.3
128.8
81.4
41.4
40.3
60.9
80.0
20.2
1.5
12
0.7
00
23
0.7
0.2
0.9
1.6
30
60
022
.52.3
128.8
821
2.2
428.3
71.4
41.4
40.3
60.9
0.0
20.2
21.4
04
0.6
00
23
0.7
0.2
0.9
1.5
40
60
021
2.2
428.3
719
.52.1
727.8
41.4
41.4
40.3
60.9
0.0
20.2
21.4
04
0.6
00
23
0.7
0.2
0.9
1.5
50
60
019
.52.1
727.8
418
.52.1
227.4
41.4
40.3
60.2
70.2
40.4
752
0.2
00
23
0.6
0.2
0.8
1
60
60
018
.52.1
227.4
417
.52.0
727.0
31.4
40.3
60.2
70.2
40.4
752
0.2
00
23
0.6
0.2
0.8
1
10
60
017
.52.0
727.0
316
.52.0
126.5
31.4
40.3
60.2
80.2
40.4
896
0.2
00
22.6
0.6
0.2
0.8
1
20
60
016
.52.0
126.5
315
.51.9
626.0
91.4
40.3
60.2
80.2
40.4
896
0.2
00
22.6
0.6
0.2
0.8
1
30
60
015
.51.9
626.0
914
.51.9
25.5
61.4
40.3
60.2
80.2
40.4
896
0.2
00
22.6
0.6
0.2
0.8
1
40
60
014
.51.9
25.5
613
.61.8
425
1.4
40.3
60.2
80.2
40.4
896
0.2
00
22.6
0.6
0.1
0.7
0.9
50
60
013
.61.8
425
12.7
1.7
924.5
21.4
40.3
60.3
10.2
40.5
328
0.2
00
22.6
0.6
0.1
0.7
0.9
60
60
012
.71.7
924.5
211
.81.7
323.9
41.4
40.3
60.3
10.2
40.5
328
0.2
00
22.6
0.6
0.1
0.7
0.9
10
60
011
.81.7
323.9
410
.81.6
623.2
31.4
40.3
60.3
80.2
30.6
30.3
00
26.2
0.6
0.1
0.7
1
20
60
010
.81.6
623.2
39.
81.5
922.5
1.4
40.3
60.3
80.2
30.6
30.3
00
26.2
0.6
0.1
0.7
1
30
60
09.
81.5
922.5
8.8
1.5
221.7
51.4
40.3
60.4
40.2
10.7
092
0.3
00
26.2
0.6
0.1
0.7
1
40
60
08.
81.5
221.7
57.
81.4
420.8
51.4
40.3
60.4
40.2
10.7
092
0.3
00
26.2
0.6
0.1
0.7
1
50
60
07.
81.4
420.8
56.
91.3
619.9
31.4
40.3
60.5
0.2
0.7
92
0.3
00
26.2
0.5
0.1
0.6
0.9
60
60
06.
91.3
619.9
36
1.2
818.9
81.4
40.3
60.5
0.2
0.7
92
0.3
00
26.2
0.5
0.1
0.6
0.9
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
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)
WA
(1,0
00
m2)
A1
(ha)
A2
(ha)
A3
(ha)
A4
(ha)
qi1
(lit/se
c/ha
)qi
2(lit/s
ec/h
a)qi3
(lit/se
c/ha)
qi4
(lit/se
c/ha
)∑
qi
(lit/se
c)Q
i(1
,000
m3)
Qom
(1,0
00m
3)
Qoe
(1,0
00m
3)
ETo
(mm
)V
ETo
(1,0
00 m
3)
Rlo
(1,0
00
m3)
Qrl
(1,0
00m
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
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
60
06
1.2
818.9
85
1.1
817.7
41.4
40.3
60.5
20.2
0.8
208
0.4
00
25.8
0.5
0.1
0.6
1
20
60
05
1.1
817.7
44.
11.0
716.3
31.4
40.3
60.5
20.2
0.8
208
0.4
00
25.8
0.5
00.5
0.9
30
60
04.
11.0
716.3
33.
40.9
815.1
31.4
40.3
60.5
10.2
0.8
064
0.3
00
25.8
0.4
00.4
0.7
40
60
03.
40.9
815.1
32.
70.8
813.7
51.4
40.3
60.5
10.2
0.8
064
0.3
00
25.8
0.4
00.4
0.7
50
60
02.
70.8
813.7
52
0.7
511.8
81.4
40.3
60.4
90.2
0.7
776
0.3
00
25.8
0.4
00.4
0.7
60
60
02
0.7
511.8
81.
40.5
99.4
71.4
40.3
60.4
90.2
0.7
776
0.3
00
25.8
0.3
00.3
0.6
114.4
60
20.7
22.1
2.3
28.8
121
.72.2
828.6
71.4
40.3
50.5
04
0.2
00
22.5
0.2
00.2
0.4
214.4
60
20.7
42.4
3.0
932.9
641
.43.0
632.8
61.4
40.3
50.5
04
0.2
00
22.5
0.6
0.2
0.8
1
314.4
60
20.7
62.1
3.6
934.1
473.2
533.4
41.4
40.2
40.3
456
0.1
125
.80
22.5
0.7
0.4
1.1
127
414.4
60
20.7
67.7
3.8
434.1
147
3.2
533.4
41.4
40.2
40.3
456
0.1
193
.20
22.5
0.8
0.5
1.3
194.6
514.4
60
20.7
67.7
3.8
434.1
147
3.2
533.4
410
00
0193
.20
22.5
0.8
0.5
1.3
194.5
614.4
60
20.7
67.7
3.8
434.1
147
3.2
533.4
410
00
0193
.20
22.5
0.8
0.5
1.3
194.5
115.2
60
21.9
68.9
3.8
734.1
473.2
533.4
410
00
0198
.10
16.8
0.6
0.5
1.1
199.2
215.2
60
21.9
68.9
3.8
734.1
473.2
533.4
410
00
0198
.10
16.8
0.6
0.5
1.1
199.2
315.2
60
21.9
68.9
3.8
734.1
473.2
533.4
410
00
0198
.10
16.8
0.6
0.5
1.1
199.2
415.2
60
21.9
68.9
3.8
734.1
473.2
533.4
410
00
0198
.10
16.8
0.6
0.5
1.1
199.2
515.2
60
21.9
68.9
3.8
734.1
473.2
533.4
410
00
0198
.10
16.8
0.6
0.5
1.1
199.2
615.2
60
21.9
68.9
3.8
734.1
473.2
533.4
410
00
0198
.10
16.8
0.6
0.5
1.1
199.2
122.9
60
33
804.1
533.7
947
3.2
533.4
410
00
0238
.60
15.2
0.5
0.5
1239.6
222.9
60
33
804.1
533.7
947
3.2
533.4
410
00
0238
.60
15.2
0.5
0.5
1239.6
322.9
60
33
804.1
533.7
947
3.2
533.4
410
0.1
91.9
0.8
238
.60
15.2
0.5
0.5
1240.4
422.9
60
33
804.1
533.7
947
3.2
533.4
410
0.1
91.9
0.8
238
.60
15.2
0.5
0.5
1240.4
522.9
60
33
804.1
533.7
947
3.2
533.4
410
0.3
83.8
1.6
238
.60
15.2
0.5
0.5
1241.2
622.9
60
33
804.1
533.7
947
3.2
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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