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Modeling of Sediment Yield From Anjeni-Gauged Watershed,Ethiopia Using SWAT Model1
Authors:Shimelis G Setegn  Bijan Dargahi  Ragahavan Srinivasan  Assefa M Melesse
Institution:1. Respectively, Research Associate (Setegn) and Associate Professor (Melesse), Department of Earth and Environment, Florida International University, 11200 SW, 8th Street, ECS 168, Miami, Florida 33199;2. Associate Professor (Dargahi), Department of Land and Water Resources Engineering, The Royal Institute of Technology (KTH), Teknikringen 76, 100 44 Stockholm, Sweden;3. Professor (Srinivasan), Spatial Sciences Laboratory, Texas A&M University, 1500 Research Plaza, Office 221E, College Station, Texas 77845
Abstract:Setegn, Shimelis G., Bijan Dargahi, Ragahavan Srinivasan, and Assefa M. Melesse, 2010. Modeling of Sediment Yield From Anjeni-Gauged Watershed, Ethiopia Using SWAT Model. Journal of the American Water Resources Association (JAWRA) 46(3):514-526. DOI: 10.1111/j.1752-1688.2010.00431.x Abstract: The Soil and Water Assessment Tool (SWAT) was tested for prediction of sediment yield in Anjeni-gauged watershed, Ethiopia. Soil erosion and land degradation is a major problem on the Ethiopian highlands. The objectives of this study were to evaluate the performance and applicability of SWAT model in predicting monthly sediment yield and assess the impacts of subbasin delineation and slope discretization on the prediction of sediment yield. Ten years monthly meteorological, flow and sediment data were used for model calibration and validation. The annual average measured sediment yield was 24.6 tonnes/ha. The annual average simulated sediment yield was 27.8 and 29.5 tones/ha for calibration and validation periods, respectively. The study found that the observed values showed good agreement with the simulated sediment yield with Nash-Sutcliffe efficiency (NSE) = 0.81, percent bias (PBIAS) = 28%, RMSE-observations standard deviation ratio (RSR) = 0.23, and coefficient of determination (R²) = 0.86 for calibration and NSE = 0.79, PBIAS = 30%, RSR = 0.29, and R² = 0.84 for validation periods. The model can be used for further analysis of different management scenarios that could help different stakeholders to plan and implement appropriate soil and water conservation strategies.
Keywords:SWAT  SUFI-2  sediment yield  soil erosion  watershed modeling  Anjeni  hydrology  streamflows
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