Input output models for estimating suspended sediment flow
DOI:
https://doi.org/10.52151/Abstract
Linear discrete input-output models were developed for estimating sediment discharge hydrographs from the Chaukhutia watershed comprising an area of 452.25 km2 of the Ramganga reservoir catchment. The causative factors such as sediment mobilized, direct runoff and excess rainfall water was used as input to the models and sediment discharge as the output. The parameters of these models were estimated from rainfall hyetographs, direct runoff hydrographs and direct sediment flow graphs by Lagrangian's method. The generation and prediction performance of these models were assessed based on pattern recognition technique and using the criteria of accuracy. The computed sediment graphs were in closer agreement with measured sediment flow graphs. The average values of coefficient of efficiency and relative error in estimated peak for sediment mobilized-sediment discharge model were more than 96.0% and less than 7.6 %, respectively whereas for direct runoff-sediment discharge model the values were more than 79.0% and less than 18.8%, respectively. For rainfall excess-sediment discharge model these values were more than 57.0% and less than 29.0, respectively.
Downloads
References
Box GEP and Jenkins GM. 1970. Time series analysis. Forecasting and Control. Holden-Day, San Francisco, California.
ChowVT.1964. Handbook of Applied Hydrology. McGraw Hill Book Company, New York. Pp. 1417, 17-37.
Graf WH. 1977. Hydraulics of sediment transport. McGraw Hill Book Company, New York. Pp 513.
O'Connor KM. 1982. Derivation of directly coincident forms of continuous linear time invariant models using the transfer function approach. J. Hydrolology 69:1-48.
Renard KG and Laursen EM. 1975. Dynamic behaviour model of ephemeral stream. J. Hydraul. Div. Proceedings of American Society of Civil Engineering.101(HY5):511-512.
Rendon-Herrero O. 1978. Unit sediment graph. Water Resource Research. 14: 889-901.
Wang GT and Yu Y. 1986. Estimation of parameters of the discrete linear input-output model. J. Hydrology 85: 15-30.
Williams JR. 1978. A sediment graph model based on an instantaneous unit sediment graph. Water Resource Res. 14: 659-664.





