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INDIAN INSTITUTE OF TECHNOLOGY ROORKEE Presentation on Hydrological Response of Bhavani Sagar Reservoir Using SWAT Presented By: Supervised By: Dr.Sumit Sen Santhoshkumar C Department of Hydrology

, Ç } o } P ] o Z } v } ( Z À v ]^ P Z À } ] h ] v P ^t d - SWAT · 2018-01-31 · Microsoft PowerPoint - 3. Santhosh Author: varunsakthi Created Date: 1/19/2018 10:50:08 AM

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Page 1: , Ç } o } P ] o Z } v } ( Z À v ]^ P Z À } ] h ] v P ^t d - SWAT · 2018-01-31 · Microsoft PowerPoint - 3. Santhosh Author: varunsakthi Created Date: 1/19/2018 10:50:08 AM

INDIAN INSTITUTE OF TECHNOLOGY ROORKEE

Presentationon

Hydrological Response of Bhavani SagarReservoir Using SWAT

Presented By:

Supervised By:Dr.Sumit Sen

Santhoshkumar C

Department of Hydrology

Page 2: , Ç } o } P ] o Z } v } ( Z À v ]^ P Z À } ] h ] v P ^t d - SWAT · 2018-01-31 · Microsoft PowerPoint - 3. Santhosh Author: varunsakthi Created Date: 1/19/2018 10:50:08 AM

Contents

• Introduction

• Statement of the problem

• Study area

• SWAT model Setup

2

• SWAT model Setup

• Results and Discussion

• Conclusions and Recommendations

Page 3: , Ç } o } P ] o Z } v } ( Z À v ]^ P Z À } ] h ] v P ^t d - SWAT · 2018-01-31 · Microsoft PowerPoint - 3. Santhosh Author: varunsakthi Created Date: 1/19/2018 10:50:08 AM

Introduction

• Soil - important ecosystem component on which depends allprimary productions

• Identified by the International Soil Science Society - ‘limitedand irreplaceable resource - 200-400 years to build up 1cm of top soil

• India about 5334 M-tonnes of soil are being removed

3

• India about 5334 M-tonnes of soil are being removedannually(CSWCRTI), Dehradun

• Soil Erosion – caused by detachment and removal of soilparticles –one place to other place by water, wind etc

Page 4: , Ç } o } P ] o Z } v } ( Z À v ]^ P Z À } ] h ] v P ^t d - SWAT · 2018-01-31 · Microsoft PowerPoint - 3. Santhosh Author: varunsakthi Created Date: 1/19/2018 10:50:08 AM

Continued...

• Generally soil erosion accelerated two kind of problems on catchment

(i) on- site - less agricultural productivity

(ii) off-site – reservoir sedimentation

• Sedimentation of a reservoir - natural phenomenon - leads toloss of live storage, which eventually leads to loss of

4

loss of live storage, which eventually leads to loss ofhydropower, Irrigation, water supply etc

• Therefore assessment and prevention of on-site and off-siteerosion problems becomes important

Page 5: , Ç } o } P ] o Z } v } ( Z À v ]^ P Z À } ] h ] v P ^t d - SWAT · 2018-01-31 · Microsoft PowerPoint - 3. Santhosh Author: varunsakthi Created Date: 1/19/2018 10:50:08 AM

Statement of the problem

• In India - observed that soil erosion more severe inNortheastern states, Himalayan ranges and Western

• India - 2.45% of global geographic land area, which is 329million hectare (M-ha) among that 147 M-ha of land affectedby soil degradation[NBSS&LUP]

• The total extant of water erosion in India as per NBSS&LUP,

5

• The total extant of water erosion in India as per NBSS&LUP,(2005) is 93.68 M-Ha

• Reservoirs around the world have been filled with sedimentat a rate of approximately 1% per year (WCD, 2000)

Page 6: , Ç } o } P ] o Z } v } ( Z À v ]^ P Z À } ] h ] v P ^t d - SWAT · 2018-01-31 · Microsoft PowerPoint - 3. Santhosh Author: varunsakthi Created Date: 1/19/2018 10:50:08 AM

Continued...

• In India As per CWC report in the year of 2015, it is observedthat the actual rate of sedimentation is more than the designrate of sedimentation

• It has been found that ratio of actual rate of sedimentation todesign rate of sedimentation value is more than 5, for 23reservoirs out of 93 reservoirs in India

6

reservoirs out of 93 reservoirs in India

• The sedimentation survey (2006) by CWC reported that theBhavani Sagar reservoir has lost its gross capacity around159.21 M.cum from 975.18 M.cum with an average rate ofsiltation is 3.643 M.Cum/yr over 53 years

Page 7: , Ç } o } P ] o Z } v } ( Z À v ]^ P Z À } ] h ] v P ^t d - SWAT · 2018-01-31 · Microsoft PowerPoint - 3. Santhosh Author: varunsakthi Created Date: 1/19/2018 10:50:08 AM

Study area

7

Location of study area

Page 8: , Ç } o } P ] o Z } v } ( Z À v ]^ P Z À } ] h ] v P ^t d - SWAT · 2018-01-31 · Microsoft PowerPoint - 3. Santhosh Author: varunsakthi Created Date: 1/19/2018 10:50:08 AM

SWAT Setup

Digital Elevation Map (DEM) http://earthexplorer.usgs.gov

Land use and Land cover map(LULC)

http://swat.tamu.edu/software/links/india-dataset/

Soil Map http://swat.tamu.edu/software/links/india-dataset/

8

ks/india-dataset/

Flow and Sediment(TSS) data http://india-wris.nrsc.gov.in

Meteorological Data(1994-2011 )

i) Rainfall Data ii) Temperature Data

State Ground & Surface Water Resources Data Centre ,Tamil Nadu

Page 9: , Ç } o } P ] o Z } v } ( Z À v ]^ P Z À } ] h ] v P ^t d - SWAT · 2018-01-31 · Microsoft PowerPoint - 3. Santhosh Author: varunsakthi Created Date: 1/19/2018 10:50:08 AM

SWAT Inputs

9

Page 10: , Ç } o } P ] o Z } v } ( Z À v ]^ P Z À } ] h ] v P ^t d - SWAT · 2018-01-31 · Microsoft PowerPoint - 3. Santhosh Author: varunsakthi Created Date: 1/19/2018 10:50:08 AM

Continued...

10

Page 11: , Ç } o } P ] o Z } v } ( Z À v ]^ P Z À } ] h ] v P ^t d - SWAT · 2018-01-31 · Microsoft PowerPoint - 3. Santhosh Author: varunsakthi Created Date: 1/19/2018 10:50:08 AM

Continued...

11

Page 12: , Ç } o } P ] o Z } v } ( Z À v ]^ P Z À } ] h ] v P ^t d - SWAT · 2018-01-31 · Microsoft PowerPoint - 3. Santhosh Author: varunsakthi Created Date: 1/19/2018 10:50:08 AM

Continued...

20000

25000

30000

35000

40000

150

200

250

300

Sedi

men

t loa

d (t

onne

s/m

onth

)

Obs

erve

d flo

w (

m3

/sec

)

Observed flow and sediment Load2002-2011

12

0

5000

10000

15000

20000

0

50

100

150

2002

2002

2003

2003

2004

2004

2005

2005

2006

2006

2007

2007

2008

2008

2009

2009

2010

2010

2011

2011

Sedi

men

t loa

d (t

onne

s/m

onth

)

Obs

erve

d flo

w (

m3

/sec

)

Observed flow Sediment load

Page 13: , Ç } o } P ] o Z } v } ( Z À v ]^ P Z À } ] h ] v P ^t d - SWAT · 2018-01-31 · Microsoft PowerPoint - 3. Santhosh Author: varunsakthi Created Date: 1/19/2018 10:50:08 AM

Results and Discussion

• Summary of Global sensitivity analysis for RunoffParameters name P-value t-stat Rank

A__GWQMN.gw -12.87 0.00 1

V__GW_REVAP.gw -8.91 0.00 2

R__CN2.mgt 4.79 0.00 3

V__SLSUBBSN.hru -3.35 0.00 4

A__REVAPMN.gw 3.19 0.00 5

A__GW_DELAY.gw -3.08 0.00 6

13

A__GW_DELAY.gw -3.08 0.00 6

V__ALPHA_BF.gw 2.20 0.03 7

V__CANMX.hru -1.28 0.20 8

V__CH_S2.rte -1.01 0.31 9

A__RCHRG_DP.gw -0.95 0.34 10

V__ESCO.hru -0.95 0.34 11

V__BIOMIX.mgt 0.80 0.43 12

V__CH_N2.rte -0.49 0.62 13

R__SOL_AWC(..).sol 0.21 0.83 14

V__SURLAG.bsn -0.11 0.92 15

V__EPCO.hru 0.02 0.98 16

Page 14: , Ç } o } P ] o Z } v } ( Z À v ]^ P Z À } ] h ] v P ^t d - SWAT · 2018-01-31 · Microsoft PowerPoint - 3. Santhosh Author: varunsakthi Created Date: 1/19/2018 10:50:08 AM

Continued...

• Runoff Parameters range and most fitted value Parameters name Min_value Max_value Fitted_Value

R__CN2.mgt -0.1 0.1 -0.0626

R__SOL_AWC(..).sol -0.2 0.2 0.122

V__ESCO.hru 0.4 0.6 0.4482

A__GWQMN.gw -1000 1000 -490

V__GW_REVAP.gw 0.02 0.2 0.12674

A__RCHRG_DP.gw -0.05 0.05 -0.0025

14

A__RCHRG_DP.gw -0.05 0.05 -0.0025

A__REVAPMN.gw -750 750 -139.5

V__ALPHA_BF.gw 0 1 0.357

A__GW_DELAY.gw -30 60 1.590001

V__CANMX.hru 0 20 13.3

V__SLSUBBSN.hru 10 150 14.62

V__BIOMIX.mgt 0 1 0.895

V__SURLAG.bsn 0.05 24 11.47415

V__EPCO.hru 0 1 0.663

V__CH_S2.rte 0.001 10 6.850315

V__CH_N2.rte 0.01 0.3 0.01609

Page 15: , Ç } o } P ] o Z } v } ( Z À v ]^ P Z À } ] h ] v P ^t d - SWAT · 2018-01-31 · Microsoft PowerPoint - 3. Santhosh Author: varunsakthi Created Date: 1/19/2018 10:50:08 AM

Continued...

Model Calibration for Stream flow

• The calibration of SWAT model for stream flow was done byusing the monthly observed stream flow data at the outlet ofthe study watershed (Nillithurai gauge station) for theperiods 2007 - 2009.

• The model was calibrated by using the values of the 16

15

• The model was calibrated by using the values of the 16parameters that were identified as highly sensitive to runoff

• The model calibration was seen to achieve convergence in1000 iterations

Validation for stream flow

• The model validation done manually for the periods 2010-2011

Page 16: , Ç } o } P ] o Z } v } ( Z À v ]^ P Z À } ] h ] v P ^t d - SWAT · 2018-01-31 · Microsoft PowerPoint - 3. Santhosh Author: varunsakthi Created Date: 1/19/2018 10:50:08 AM

Calibration Results

Statistical

parameters

Nellithurai Gauge station

Calibration (2007-2009) Validation(2010-2011)

Runoff Runoff

16

R2 0.74 0.73

NSE 0.73 0.62

PBIAS 3.5 17.43

Page 17: , Ç } o } P ] o Z } v } ( Z À v ]^ P Z À } ] h ] v P ^t d - SWAT · 2018-01-31 · Microsoft PowerPoint - 3. Santhosh Author: varunsakthi Created Date: 1/19/2018 10:50:08 AM

Continued...

150

200

250

300

Dis

char

ge (m

3/s

ec ) R2 = 0.74

NSE =0.73PBIAS = 3.5

Calibration Period (2007-2009)

17

0

50

100

Jun-

07

Jul-0

7

Aug-

07

Sep-

07

Oct

-07

Nov

-07

Dec

-07

Jan-

08

Feb-

08

Mar

-08

Apr-

08

May

-08

Jun-

08

Jul-0

8

Aug-

08

Sep-

08

Oct

-08

Nov

-08

Dec

-08

Jan-

09

Feb-

09

Mar

-09

Apr-

09

May

-09

Jun-

09

Jul-0

9

Aug-

09

Sep-

09

Oct

-09

Nov

-09

Dis

char

ge (m

Observed Simulated

Page 18: , Ç } o } P ] o Z } v } ( Z À v ]^ P Z À } ] h ] v P ^t d - SWAT · 2018-01-31 · Microsoft PowerPoint - 3. Santhosh Author: varunsakthi Created Date: 1/19/2018 10:50:08 AM

Continued...

80

100

120

140

160

180

Dis

char

ge (m

3/s

ec ) R2 = 0.73

NSE =0.622PBIAS = 17.43

Validation Period (2010-2011)

18

0

20

40

60

80

Dis

char

ge (m

Observed Simulated

Page 19: , Ç } o } P ] o Z } v } ( Z À v ]^ P Z À } ] h ] v P ^t d - SWAT · 2018-01-31 · Microsoft PowerPoint - 3. Santhosh Author: varunsakthi Created Date: 1/19/2018 10:50:08 AM

Conclusions

• The study demonstrated that, SWAT has the capability ofsimulating runoff from Bhavani Sagar Reservoir watershedbut problem in simulating sediment yield from the watershed

• Watershed elevation varies from 264 to 2629 m and majorrain gauge stations located in higher elevation

• Major portion of the Bhavani Sagar Watershed is covered by

19

• Major portion of the Bhavani Sagar Watershed is covered byforests (81.40 %) followed by grassland (6.84 %) and theremaining area (11.76 %) is agricultural land.

• Recommendation for further sediment analysis ,checkingrainfall pattern and observed flow is important.

Page 20: , Ç } o } P ] o Z } v } ( Z À v ]^ P Z À } ] h ] v P ^t d - SWAT · 2018-01-31 · Microsoft PowerPoint - 3. Santhosh Author: varunsakthi Created Date: 1/19/2018 10:50:08 AM

Future Work

• Simulate the sediment yield from Bhavani Sagar Reservoir watershed and compare the result with actual sediment yield of Bhavani Sagar Reservoir watershed

• Identification of critical sub watersheds and to analyze the impact of soil conservation measures on sediment yield

20

impact of soil conservation measures on sediment yield under different scenarios

Page 21: , Ç } o } P ] o Z } v } ( Z À v ]^ P Z À } ] h ] v P ^t d - SWAT · 2018-01-31 · Microsoft PowerPoint - 3. Santhosh Author: varunsakthi Created Date: 1/19/2018 10:50:08 AM

Thank you

21

Thank you


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