Reverse stream flow routing by using Muskingum models

Reverse stream flowrouting is a procedure that determines the upstream hydrograph given the downstream hydrograph. This paper presents the development of methodology for Muskingum models parameter estimation for reverse stream flow routing. The standard application of the Muskingum models involves c...

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Published inSadhana (Bangalore) Vol. 34; no. 3; pp. 483 - 499
Main Author Das, Amlan
Format Journal Article
LanguageEnglish
Published India Springer-Verlag 01.06.2009
Subjects
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ISSN0256-2499
0973-7677
DOI10.1007/s12046-009-0019-8

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Abstract Reverse stream flowrouting is a procedure that determines the upstream hydrograph given the downstream hydrograph. This paper presents the development of methodology for Muskingum models parameter estimation for reverse stream flow routing. The standard application of the Muskingum models involves calibration and prediction steps. The calibration step must be performed before the prediction step. The calibration step in a reverse stream flow routing system uses the outflow hydrograph and the inflow at the end period of the inflow hydrograph as the known inputs and Muskingum model parameters are determined by minimizing the error between the remaining portion of the predicted and observed inflow hydrographs. In the present study, methodology for parameter estimation is developed which is based on the concept of minimizing the sum of squares of normalized difference between observed and computed inflows subject to the satisfaction of the routing equation. The parameter estimation problems are formulated as constrained nonlinear optimization problem, and a computational scheme is developed to solve the resulting nonlinear problem. The performance evaluation tests indicate that a fresh calibration is necessary to use the Muskingum models for reverse stream flow routing.
AbstractList Reverse stream flowrouting is a procedure that determines the upstream hydrograph given the downstream hydrograph. This paper presents the development of methodology for Muskingum models parameter estimation for reverse stream flow routing. The standard application of the Muskingum models involves calibration and prediction steps. The calibration step must be performed before the prediction step. The calibration step in a reverse stream flow routing system uses the outflow hydrograph and the inflow at the end period of the inflow hydrograph as the known inputs and Muskingum model parameters are determined by minimizing the error between the remaining portion of the predicted and observed inflow hydrographs. In the present study, methodology for parameter estimation is developed which is based on the concept of minimizing the sum of squares of normalized difference between observed and computed inflows subject to the satisfaction of the routing equation. The parameter estimation problems are formulated as constrained nonlinear optimization problem, and a computational scheme is developed to solve the resulting nonlinear problem. The performance evaluation tests indicate that a fresh calibration is necessary to use the Muskingum models for reverse stream flow routing.
Author Das, Amlan
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Cites_doi 10.1016/0022-1694(78)90153-1
10.1061/(ASCE)0733-9429(1985)111:12(1447)
10.1007/978-1-349-02417-9
10.1080/00221686909500264
10.1061/(ASCE)0733-9437(2004)130:2(140)
10.1061/(ASCE)0733-9429(1997)123:2(137)
10.1061/(ASCE)0733-9496(1993)119:5(600)
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Issue 3
Keywords unconstrained minimization
nonlinear model
parameter estimation
linear model
Reverse stream flow routing
Muskingum model
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