Title of article :
SCS-CN-based modeling of sediment yield
Author/Authors :
S.K. Mishra، نويسنده , , J.V. Tyagi، نويسنده , , V.P. Singh، نويسنده , , Ranvir Singh، نويسنده ,
Issue Information :
روزنامه با شماره پیاپی سال 2006
Abstract :
Coupling the soil conservation service curve number (SCN-CN) method with the universal soil loss equation (USLE), a new model is proposed for the estimation of the rainstorm-generated sediment yield from a watershed. The coupling is based on three hypotheses: (1) the runoff coefficient is equal to the degree of saturation, (2) the potential maximum retention can be expressed in terms of the USLE parameters, and (3) the sediment delivery ratio is equal to the runoff coefficient. The proposed sediment yield model is applied to a large set of rainfall-runoff-sediment yield data (98 storm events) obtained from 12 watersheds of different land uses (urban, agricultural, and forest). For all watersheds the computed sediment yield is found to be in good agreement with the observed values. The results and analysis of model application show that the model has considerable potential in field.
Keywords :
Curve number , Degree of saturation , Potential maximum retention , Runoff coefficient , Sediment delivery ratio , Sediment yield
Journal title :
Journal of Hydrology
Journal title :
Journal of Hydrology