SCS-CN-based modeling of sediment yield

被引:116
作者
Mishra, S. K.
Tyagi, J. V.
Singh, V. P. [1 ]
Singh, Ranvir
机构
[1] Louisiana State Univ, Dept Civil & Environm Engn, Baton Rouge, LA 70803 USA
[2] Indian Inst Technol, Dept Water Resources Dev & Management, Roorkee 247667, Uttaranchal, India
[3] Natl Inst Hydrol, Roorkee 247667, Uttaranchal, India
[4] Indian Inst Technol, Dept Hydrol, Roorkee 247667, Uttaranchal, India
关键词
curve number; degree of saturation; potential maximum retention; runoff coefficient; sediment yield; sediment delivery ratio;
D O I
10.1016/j.jhydrol.2005.10.006
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
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. (c) 2006 Elsevier B.V. All rights reserved.
引用
收藏
页码:301 / 322
页数:22
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