Case Studies
Nov 15, 2012

Hydrological Modeling to Identify and Manage Critical Erosion-Prone Areas for Improving Reservoir Life: Case Study of Barakar Basin

Publication: Journal of Hydrologic Engineering
Volume 19, Issue 1

Abstract

In this investigation, an effort was made to model the hydrology and to identify critical erosion-prone areas of the Barakar Basin (6,293km2) in Jharkhand state, India using the soil and water assessment tool (SWAT). This effort is helpful to select and adopt suitable soil conservation measures to reduce soil erosion. Input data include daily rainfall, and air temperature; and monthly runoff, sediment yield and reservoir inflow data of 5 years. Additional data were the topographical map, soil map, land resource data, and satellite imageries of the study area. The model was calibrated and validated for monthly inflow to the Maithon and Tilaiya Reservoirs for the periods of 1997–1999 and 2000–2001, respectively. In addition, it was also calibrated and validated for monthly runoff and sediment yield from two subwatersheds (Banha and Karso), located within Barakar Basin for the monsoon season of the same period. The calibration and validation results established good agreement (less than 10% deviation) between the observed- and model-predicted values in all cases. The identified critical areas using model-predicted sediment yield were compared with results of a report obtained from the Soil Conservation Department of Damodar Valley Corporation (DVC), Hazaribagh. The erosion class map developed using simulation results matched spatially well with the DVC-prepared map based on sediment yield index. A management plan was developed to treat the subwatersheds with conservation practices. Subwatersheds were divided into seven priority classes for treating them sequentially to reduce reservoir sedimentation rate. In the model, conservation practices were accounted for through curve number, universal soil loss equation (USLE) cover factor, USLE support factor, and farm pond. Adaptation of the management plan resulted in decreased sedimentation rate. The sedimentation rate decreased from the current rate of 0.76 and 4.59mm3/year to 0.56 and 1.41mm3/year for Tilaiya and Maithon Reservoirs, respectively. Furthermore, the life of Tilaiya and Maithon Reservoirs increased by 29 and 166 years, respectively. These results suggest that SWAT can be used to identify critical subwatersheds and to develop management plans to control erosion from critical areas by reducing the reservoir sedimentation rate.

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Acknowledgments

The authors express their gratitude to the Director, Assistant Director (East), and Assistant Director (West) of Soil Conservation, Damodar Valley Corporation, Hazaribagh, Jharkhand, for providing necessary data to conduct this study.

References

ArcView 3.3 (2002). [Computer software]. ESRI, Redlands, CA.
Arnold, J. G., Srinivasan, R., Muttiah, R. S., and Williams, J. R. (1998). “Large area hydrologic modeling and assessment Part I: model development.” J. Am. Water Resour. Assoc., 34(1), 73–89.
Arnold, J. G., Williams, J. R., Srinivasan, R., and King, K. W. (1996). “Soil and Water Assessment Tool, user’s manual.” USDA, Agriculture Research Service, Grassland Soil and Water Research Laboratory, Temple, TX.
Behera, S., and Panda, R. K. (2006). “Evaluation of management alternatives for an agricultural watershed in the sub-humid subtropical region using a physical process based model.” Agric. Ecosyst. Environ., 113(1–4), 62–72.
Benaman, J., Shoemaker, C. A., and Haith, D. A. (2005). “Calibration and validation of soil and water assessment tool on an agricultural watershed in upstate NewYork.” J. Hydrol. Eng., 363–374.
Betrie, G. D., Mohamed, Y. A., van Griensven, A., and Srinivasan, R. (2011). “Sediment management modelling in the Blue Nile Basin using SWAT model.” Hydrol. Earth Syst. Sci., 15, 807–818.
Bhan, S. (1997). “Strategy for watershed development and management.” J. Soil Water Conserv., 41(1–2), 21–24.
Bingner, R. L., Garbrecht, J., Arnold, J. G., and Srinivasan, R. (1997). “Effect of watershed division on simulation of runoff and fine sediment yield.” Trans. ASAE, 40(5), 1329–1335.
Bingner, R. L., Murphee, C. E., and Mutchler, C. K. (1989). “Comparison of sediment yield models on watershed in Mississippi.” Trans. ASAE, 32(2), 529–534.
Bracmort, K., Arabi, M., Frankenberger, J., Engel, B., and Arnold, J. (2006). “Modeling long-term water quality impact of structural BMPs.” Trans. ASABE, 49(2), 367–374.
Brune, G. M. (1953). “Trap efficiency of reservoirs.” Trans. Am. Geophys. Union, 34(3), 407–418.
CGIAR Consortium for Spatial Information (CGIAR-CSI). (2008). “SRTM 90m digital elevation data.” 〈http://srtm.csi.cgiar.org/〉 (Jun. 06, 2008).
Damodar Valley Corporation (DVC). (1997). “Sedimentation survey of Panchet Reservoir (Sixth Survey).” Hydraulic Data Division, DVC, Maithon, India.
Damodar Valley Corporation (DVC). (2003). “Sedimentation survey of Maithon Reservoir (Seventh Survey).” Hydraulic Data Division, DVC, Maithon, India.
Damodar Valley Corporation (DVC). (2007). “Report on land use pattern of sub-watersheds.” Soil and Water Conservation Division, DVC, Hazaribagh, India.
Di Luzio, M., Srinivasan, R., Arnold, J. G., and Neitsch, S. L. (2002). “Soil and Water Assessment Tool. ArcView GIS Interface Manual: Version 2000.”, Texas Water Resources Institute TR-193, College Station, TX.
Deore, S. J. (2005). “Prioritization of micro-watersheds of upper Bhama Basin on the basis of soil erosion risk using remote sensing and GIS technology.” Ph.D. thesis, Dept. of Geography, Pune Univ., Pune, India.
Dhruva Narayana, V. V. (1993). “Soil and water conservation research in India.” Indian Council of Agricultural Research, Krishi Anusandhan Bhavan, Pusa, New Delhi, 146–151.
Dhruva Narayana, V. V., and Babu, R. (1983). “Estimation of soil erosion in India.” J. Irrig. Drain. Eng., 419–434.
ERDAS IMAGINE 9.1 (2006). [Computer software]. ERDAS Inc., Intergraph Corporation, Huntville, AL.
Garbrecht, J. D. (2011). “Effect of climate variations and soil conservation on sedimentation of a West-Central Oklahoma reservoir.” J. Hydrol. Eng., 899–906.
Garg, K. K., Karlberg, L., Barron, J., Wani, S. P., and Rockstrom, J. (2011). “Assessing impacts of agricultural water interventions in the Kothapally watershed, Southern India.” Hydrol. Process., 26(3), 387–404.
Gassman, P. W., Reyes, M. R., Green, C. H., and Arnold, J. G. (2007). “The Soil and Water Assessment Tool: Historical development, applications, and future research directions.” Trans. ASABE, 50(4), 1211–1250.
Gosain, A. K., and Rao, S. (2004). “GIS-based technologies for watershed management.” Curr. Sci., 87(7), 948–953.
Hargreaves, G. H., and Samani, Z. A. (1985). “Reference crop evapotranspitation from temperature.” Appl. Eng. Agric., 1(2), 96–99.
Karale, R. L., Bali, Y. P., and Narula, K. K. (1977). “Priority watershed for soil conservation works in Matatila catchment.” J. Indian Soc. Soil Sci., 25, 207.
Mishra, A., and Kar, S. (2011). “Modeling hydrologic processes and NPS pollution in a small watershed in subhumid subtropics using SWAT.” J. Hydrol. Eng., 445–454.
Mishra, N. (1986). “Modelling runoff and sediment yield from small watersheds.” Ph.D. thesis, Agricultural Engineering Dept., Indian Institute of Technology, Kharagpur, India.
Muleta, M. K. (2012). “Improving model performance using season based evaluation.” J. Hydrol. Eng., 191–200.
Neitsch, S. L., Arnold, J. G., Kiniry, J. R., and Williams, J. R. (2001). “Soil and Water Assessment Tool theoretical documentation: Version 2000.” USDA Agricultural Research Service and Texas A&M Blackland Research Center, Temple, TX.
Pandey, V. K., Panda, S. N., and Sudhakar, S. (2005). “Modelling of an agricultural watershed using remote sensing and geographical information system.” Biosyst. Eng., 90(3), 331–347.
Peterson, J. R., and Hamlett, J. M. (1998). “Hydrological calibration of the SWAT model in a watershed containing fragipan soils.” J. Am. Water Resour. Assoc., 34(3), 531–544.
Rosenthal, W. D., Srinivasan, R., and Arnold, J. G. (1995). “Alternative river management using a linked GIS-hydrology model.” Trans. ASAE, 38(3), 783–790.
Srinivasan, R., and Arnold, J. G. (1994). “Integration of a basin scale water quality model with GIS.” Water Resour. Bull., 30(3), 453–462.
Srinivasan, R., Arnold, J. G., Rosenthal, W., and Muttiah, R. S. (1993). “Hydrological modelling of Texas Gulf basin using GIS.” Proc., 2nd Int. GIS and Environmental Modeling Conf., Breckenridge, CO, 213–217.
Srinivasan, R., Ramanarayana, T. S., Arnold, J. G., and Bednarz, S. T. (1998). “Large area hydrological modelling and assessment part II: model application.” J. Am. Water Resour. Assoc., 34(1), 91–101.
Tripathi, M. P., Panda, R. K., and Raghuwanshi, N. S. (1999a). “Estimation of sediment yield from a small watershed using SWAT model.” Proc., Civil and Environmental Engineering Conf.: New Frontiers and Challenges, Asian Institute of Technology, Bangkok, Thailand, I-87–I-96.
Tripathi, M. P., Panda, R. K., and Raghuwanshi, N. S. (1999b). “Runoff estimation from a small agricultural watershed using SWAT model.” Hydrological Modelling: Proc., Int. Conf. on Water, Environment, Ecology, Socio-Economics and Health Engineering (WEESHE), Water Resources, Highlands Ranch, CO, 143–152.
Tripathi, M. P., Panda, R. K., and Raghuwanshi, N. S. (2003). “Identification and prioritization of critical sub-watersheds for soil conservation management using SWAT model.” Biosyst. Eng., 85(3), 365–379.
Tripathi, M. P., Panda, R. K., and Raghuwanshi, N. S. (2005). “Development of effective management plan for critical watersheds using SWAT model.” Hydrol. Process, 19(3), 809–826.

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Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 19Issue 1January 2014
Pages: 196 - 204

History

Received: Sep 15, 2011
Accepted: Nov 13, 2012
Published online: Nov 15, 2012
Discussion open until: Apr 15, 2013
Published in print: Jan 1, 2014

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Authors

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Bidhan Sardar [email protected]
Assistant Engineer, Water Resource Investigation and Development Department, Government of West Bengal, Kolkata 700091, India. E-mail: [email protected]
Amit Kumar Singh [email protected]
Senior Technician, College of Agricultural Engineering and Post Harvest Technology, Ranipool 737 135, Sikkam. E-mail: [email protected]
Narendra S. Raghuwanshi [email protected]
Professor, Agricultural and Food Engineering Dept., Indian Institute of Technology, Kharagpur 721 302, India (corresponding author). E-mail: [email protected]
Chandranath Chatterjee [email protected]
Associate Professor, Agricultural and Food Engineering Dept., Indian Institute of Technology, Kharagpur 721 302, India. E-mail: [email protected]

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