Case Studies
Aug 27, 2014

Application of GIS-Coupled Modified MMF Model to Estimate Sediment Yield on a Watershed Scale

Publication: Journal of Hydrologic Engineering
Volume 20, Issue 6

Abstract

In this study, the Morgan and Duzant version of the modified Morgan-Morgan-Finney (MMF) model coupled with geographical information system (GIS) is used for sediment yield estimation from the Gamber watershed, Satluj basin, Himachal Pradesh, India. The model incorporates particle size selectivity in the process of erosion, transport, and deposition, i.e., it simulates these processes for clay, silt, and sand separately. This modified MMF model also allows for surface runoff and sediment routing, which improves sediment yield estimation accuracy. It also determines the watershed contributions to the total sediment yield at the basin outlet. The present research fetches the MMF model in a geospatial environment and develops a system that can be used to estimate the actual sediment yield. Generally, it has been observed that the detachment of soil is greatly affected by raindrop impact. Therefore, the estimation of kinetic energy of erosive rainfall is a very important factor. Moreover, it has been noticed that the major contribution to kinetic energy of rainfall comes from direct throughfall, as compared to leaf drainage. Therefore, the relationship to estimate kinetic energy of direct throughfall developed for Indian conditions has been used rather than the traditional relationship developed for the United Kingdom. The model parameters were calibrated for the years 1998 and 2002. The results were validated for the years 1995 and 1999. The efficiency coefficient the model could achieve was 0.91. It was concluded that the model can estimate sediment yield from a catchment with reasonable accuracy.

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Acknowledgments

The authors express their wholehearted thanks to Emeritus Professor of Soil Erosion Control, Cranfield University, Dr. R.P.C. Morgan for constant guidance and help during this study. The SRTM DEM data were downloaded from http://lpdaac.usgs.gov as distributed by the Land Processes Distributed Active Archive Center (LP DAAC), courtesy of the U.S. Geological Survey. The authors would also like to thank all of the reviewers for their comments and suggestions to improve this manuscript.

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Journal of Hydrologic Engineering
Volume 20Issue 6June 2015

History

Received: Jan 2, 2014
Accepted: Jul 16, 2014
Published online: Aug 27, 2014
Discussion open until: Jan 27, 2015
Published in print: Jun 1, 2015

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Rajtantra Lilhare [email protected]
M.Tech. Student, Water Resources Dept., Indian Institute of Remote Sensing, 4 Kalidas Rd., Dehradun, Uttrakhand 248001, India (corresponding author). E-mail: [email protected]
Vaibhav Garg [email protected]
Scientist SD, Water Resources Dept., Indian Institute of Remote Sensing, 4 Kalidas Rd., Dehradun, Uttrakhand 248001, India. E-mail: [email protected]
Bhaskar R. Nikam [email protected]
Scientist SD, Water Resources Dept., Indian Institute of Remote Sensing, 4 Kalidas Rd., Dehradun, Uttrakhand 248001, India. E-mail: [email protected]

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