Development and Testing of a Physically Based Model of Streambank Erosion for Coupling with a Basin-Scale Hydrologic Model SWAT

Author:

Narasimhan B.1,Allen P.M.2,Coffman S.V.3,Arnold J.G.4,Srinivasan R.5

Affiliation:

1. Department of Civil Engineering; Indian Institute of Technology Madras; Chennai Tamil Nadu 600036 India

2. Department of Geology; Baylor University; Waco Texas 76798

3. Freese and Nichols, Inc.; Fort Worth Texas 76109

4. Grassland, Soil and Water Research Laboratory; USDA-ARS; Temple Texas 76502

5. Departments of Ecosystem Sciences and Management and Biological and Agricultural Engineering; Texas A&M University; College Station Texas 77840

Publisher

Wiley

Subject

Earth-Surface Processes,Water Science and Technology,Ecology

Reference97 articles.

1. Concentrated Flow Erodibility for Physically Based Erosion Models: Temporal Variability in Disturbed and Undisturbed Rangelands;Al-Hamdan;Water Resources Research,2012

2. Design and Testing of a Simple Submerged Jet Device for Field Determination of Soil Erodibility;Allen;Environmental and Engineering Geoscience,1997

3. Erodibility of Urban Bedrock and Alluvial Channels, North Texas;Allen;Journal of the American Water Resources Association,2002

4. Width of Streams and Rivers in Response to Vegetation, Bank Material, and Other Factors;Anderson;Journal of the American Water Resources Association,2004

5. Arulanandan , K. E. Gillogley R. Tully 1980 Development of a Quantitative Method to Predict Critical Shear Stress and Rate of Erosion of Natural Undisturbed Cohesive Soils Vicksburg, Mississippi

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