A Sediment Graph Model Based on SCS-CN Method

Summary This paper proposes new conceptual sediment graph models based on coupling of popular and extensively used methods, viz., Nash model based instantaneous unit sediment graph (IUSG), soil conservation service curve number (SCS-CN) method, and Power law. These models vary in their complexity and this paper tests their performance using data of the Nagwan watershed (area = 92.46 km 2 ) (India). The sensitivity of total sediment yield and peak sediment flow rate computations to model parameterisation is analysed. The exponent of the Power law, β , is more sensitive than other model parameters. The models are found to have substantial potential for computing sediment graphs (temporal sediment flow rate distribution) as well as total sediment yield.

[1]  U. C. Kothyari,et al.  Temporal Variation of Sediment Yield , 1996 .

[2]  V. Singh,et al.  SCS-CN-based modeling of sediment yield , 2006 .

[3]  Billy J. Barfield,et al.  A Hydrology and Sedimentology Watershed Model. Part II: Sedimentology Component , 1984 .

[4]  U. C. Kothyari,et al.  GIS Based Distributed Model for Soil Erosion and Rate of Sediment Outflow from Catchments , 2005 .

[5]  J. Williams A sediment graph model based on an instantaneous unit sediment graph , 1978 .

[6]  Santosh Kumar,et al.  A conceptual catchment model for estimating suspended sediment flow , 1987 .

[7]  Vijay P. Singh,et al.  Tank Model for Sediment Yield , 2005 .

[8]  V. Novotny,et al.  Water Quality: Prevention, Identification and Management of Diffuse Pollution , 1996 .

[9]  J. Bathurst,et al.  SHESED: a physically based, distributed erosion and sediment yield component for the SHE hydrological modelling system , 1996 .

[10]  H. Aksoy,et al.  Watershed Environmental Hydrology (WEHY) Model Based on Upscaled Conservation Equations: Hydrologic Module , 2004 .

[11]  Curtis L. Larson,et al.  Modeling the Infiltration Component of the Rainfall-Runoff Process , 1971 .

[12]  Vijay P. Singh,et al.  Another Look at SCS-CN Method , 2001 .

[13]  C. Y. Kuo,et al.  A study on synthetic sedimentgraphs for ungaged watersheds , 1986 .

[14]  R. Horton,et al.  The Interpretation and Application of Runoff Plat Experiments with Reference to Soil Erosion Problems , 1939 .

[15]  T. Wu,et al.  Evaluation of Runoff and Erosion Models , 1993 .

[16]  O. Rendon‐Herrero unit sediment graph , 1978 .

[17]  H. Aksoy,et al.  A review of hillslope and watershed scale erosion and sediment transport models , 2005 .

[18]  S. K. Mishra,et al.  Validity and extension of the SCS‐CN method for computing infiltration and rainfall‐excess rates , 2004 .

[19]  V. Ponce,et al.  Runoff Curve Number: Has It Reached Maturity? , 1996 .

[20]  W. H. Wischmeier,et al.  Predicting rainfall erosion losses : a guide to conservation planning , 1978 .

[21]  Richard H. McCuen,et al.  Approach to Confidence Interval Estimation for Curve Numbers , 2002 .

[22]  J. Reuter,et al.  Watershed Environmental Hydrology Model: Environmental Module and Its Application to a California Watershed , 2006 .

[23]  V. Singh,et al.  Soil Conservation Service Curve Number (SCS-CN) Methodology , 2003 .

[24]  D. Marquardt An Algorithm for Least-Squares Estimation of Nonlinear Parameters , 1963 .

[25]  Anthony J. Jakeman,et al.  A review of erosion and sediment transport models , 2003, Environ. Model. Softw..

[26]  Jimmy R. Williams Sediment Routing for Agricultural Watersheds , 1975 .

[27]  Vazken Andréassian,et al.  Soil Conservation Service Curve Number method: How to mend a wrong soil moisture accounting procedure? , 2005 .

[28]  N. Raghuwanshi,et al.  Instantaneous-Unit Sediment Graph , 1994 .

[29]  A. Bárdossy,et al.  Sediment Yield from Agricultural Watersheds , 1986 .

[30]  V. Singh,et al.  Prediction of sediment yield by coupling Kalman filter with instantaneous unit sediment graph , 1999 .

[31]  Ronny Berndtsson,et al.  Simplified Two-Parameter Gamma Distribution for Derivation of Synthetic Unit Hydrograph , 2003 .

[32]  J. Nash,et al.  River flow forecasting through conceptual models part I — A discussion of principles☆ , 1970 .