AAU Institutional Repository

Modeling of Sediment Yield at Kesem Dam and Identifying Soil and Water Conservation Measures

Show simple item record

dc.contributor.advisor Yenesew, Mengiste (PhD)
dc.contributor.author Dawit, Lenjiso
dc.date.accessioned 2019-05-19T08:51:31Z
dc.date.available 2019-05-19T08:51:31Z
dc.date.issued 2019-04
dc.identifier.uri http://localhost:80/xmlui/handle/123456789/18246
dc.description.abstract Soil erosion reduces not only soil productivity of the area but also reservoir capacity. The information on sources of sediment yield within a catchment can be used as a perspective on the rate of soil erosion occurring within that catchment. The objective of this study was to model and analyze the potential soil erosion of the catchment, to estimate the sediment yield of the watershed, and recommend appropriate soil and water conservation measures regarded as the best management activities of the watershed. A SWAT 2012 (Soil and Water Assessment Tool) model was selected for the simulation of the soil erosion and sediment yield of Kesem watershed which is located in Middle Awash sub basin, Ethiopia. Model calibration and validation were done after checking the performance of sensitive analysis. Twenty one parameters were identified for flow calibration and of which the Initial Soil Conservation Service (SCS) runoff curve number for moisture condition II (CN2) was the most sensitive one and twelve parameters were selected for sediment calibration of which an effective hydraulic conductivity (CH_K2) was the most sensitive for sediment. During flow calibration the R2 and NS give as value of 0.68 and 0.67 respectively, and similarly for validation the R2 and NS give as value of 0.65 and 0.60, respectively. For sediment calibration the R2 and NS coefficient give as 0.77 and 0.64, respectively and sediment validation R2 and NS give as 0.65 and 0.54, respectively. The calibration and validation results found were good and satisfactory for both flow and sediment. The total observed flow for study area at gauged station was 15.52m3/s and the simulated flow by SWAT model was 14.15m3/s and observed annual sediment yield generated from rating curve at selected gauging station was found 29.62ton/ha/yr and the simulated yield by SWAT model was 25.75ton/ha/yr. From the model simulated output, sub-basins 2, 7, 5, and 18 were found to be the severely eroded sub-basins with annual average sediment yield of 22.01t/ha, 19.29t/ha, 19.09t/ha and 18.93t/ha, respectively. While, sub-basins 12 and 13 were found to be the least sediment sources with annual average sediment yield of 0.03 t/ha and 0.06t/ha respectively. Six scenarios were developed to decrease sediment yield in the catchment and sediment management approach were proposed in the Kesem catchment. en_US
dc.language.iso en_US en_US
dc.publisher Addis Ababa University en_US
dc.subject Kesem watersheds en_US
dc.subject Soil erosion en_US
dc.subject Sediment yield en_US
dc.subject SWAT model en_US
dc.subject Scenarios en_US
dc.title Modeling of Sediment Yield at Kesem Dam and Identifying Soil and Water Conservation Measures en_US
dc.type Thesis en_US


Files in this item

This item appears in the following Collection(s)

Show simple item record

Search AAU-ETD


Browse

My Account