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 in | Sadhana (Bangalore) Vol. 34; no. 3; pp. 483 - 499 |
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| Main Author | |
| Format | Journal Article |
| Language | English |
| Published |
India
Springer-Verlag
01.06.2009
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| Subjects | |
| Online Access | Get full text |
| ISSN | 0256-2499 0973-7677 |
| DOI | 10.1007/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. |
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| 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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| Keywords | unconstrained minimization nonlinear model parameter estimation linear model Reverse stream flow routing Muskingum model |
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| References | McCarthy G T 1938 The unit hydrograph and flood routing, Presented at the conference of North Atlantic Division, U.S. Army Corps of Engineers TungY. K.River flood routing by nonlinear Muskinghum methodJ. Hydrol. Div. ASCE1985111121447146010.1061/(ASCE)0733-9429(1985)111:12(1447) HEC-1Flood Hydrograph Package User’s Mannual1998609 Second Street, Davis CA, 95616-4687Hydraulic Engineering Center, Flood Hydrograph Package U.S. Army Corps of Engineers DasA.Parameter estimation for Muskingum modelsJ. Irrigation and Drainage Eng. ASCE2004130214014710.1061/(ASCE)0733-9437(2004)130:2(140) ReklaitisG. V.RavindranA.RagsdellK. M.Engineering optimization: methods and applications1983New YorkJohn Wiley and Sons MohanS.Parameter estimation of nonlinear Muskingum models using genetic algorithmJ. Hydraulic Eng.1997123213714210.1061/(ASCE)0733-9429(1997)123:2(137) ChowV. T.MaidmentD.MaysL. W.Applied Hydrology1988New YorkMc Graw-Hill YoonJ.PadmanabhanG.Parameter estimation of linear and nonlinear Muskingum modelsJ. Water Resources Planning and Management, ASCE1993119560061010.1061/(ASCE)0733-9496(1993)119:5(600) LinsleyR. K.KohlerM. A.PaulhusJ. L. H.Hydrology for engineers19823rd editionNew YorkMcGraw-Hill Book Co. CungeJ. A.On the subject of a flood propagation computation method (Muskingum method)J. Hydr. Res.19697220523010.1080/00221686909500264 GavilanG.HouckM. H.Optimal Muskingum river routingProc. ASCE WRPMD Spec. Conf. on Comp. Applications in Water Resour.1985New YorkASCE12941302 GillM. A.Flood routing by the Muskingum methodJ. Hydrol. Amsterdam, The Netherlands19783635336310.1016/0022-1694(78)90153-1 WillisR.YehW. W. G.Groundwater systems planning and management1987Englewood Cliffs, New JerseyPrentice Hall, Inc. WilsonE. M.Engineering Hydrology1974Hampshire, U.K.MacMillan Education Ltd. MutrejaK. N.Applied hydrology1986New DelhiTata McGraw Hill Pub. Co. Ltd. HEC-1 (19_CR6) 1998 G. V. Reklaitis (19_CR11) 1983 R. Willis (19_CR13) 1987 G. Gavilan (19_CR4) 1985 M. A. Gill (19_CR5) 1978; 36 A. Das (19_CR3) 2004; 130 V. T. Chow (19_CR1) 1988 J. A. Cunge (19_CR2) 1969; 7 S. Mohan (19_CR9) 1997; 123 Y. K. Tung (19_CR12) 1985; 111 E. M. Wilson (19_CR14) 1974 J. Yoon (19_CR15) 1993; 119 19_CR8 R. K. Linsley (19_CR7) 1982 K. N. Mutreja (19_CR10) 1986 |
| References_xml | – reference: WilsonE. M.Engineering Hydrology1974Hampshire, U.K.MacMillan Education Ltd. – reference: DasA.Parameter estimation for Muskingum modelsJ. Irrigation and Drainage Eng. ASCE2004130214014710.1061/(ASCE)0733-9437(2004)130:2(140) – reference: MutrejaK. N.Applied hydrology1986New DelhiTata McGraw Hill Pub. Co. Ltd. – reference: GavilanG.HouckM. H.Optimal Muskingum river routingProc. ASCE WRPMD Spec. Conf. on Comp. Applications in Water Resour.1985New YorkASCE12941302 – reference: ChowV. T.MaidmentD.MaysL. W.Applied Hydrology1988New YorkMc Graw-Hill – reference: CungeJ. A.On the subject of a flood propagation computation method (Muskingum method)J. Hydr. Res.19697220523010.1080/00221686909500264 – reference: GillM. A.Flood routing by the Muskingum methodJ. Hydrol. Amsterdam, The Netherlands19783635336310.1016/0022-1694(78)90153-1 – reference: MohanS.Parameter estimation of nonlinear Muskingum models using genetic algorithmJ. Hydraulic Eng.1997123213714210.1061/(ASCE)0733-9429(1997)123:2(137) – reference: HEC-1Flood Hydrograph Package User’s Mannual1998609 Second Street, Davis CA, 95616-4687Hydraulic Engineering Center, Flood Hydrograph Package U.S. Army Corps of Engineers – reference: McCarthy G T 1938 The unit hydrograph and flood routing, Presented at the conference of North Atlantic Division, U.S. Army Corps of Engineers – reference: WillisR.YehW. W. G.Groundwater systems planning and management1987Englewood Cliffs, New JerseyPrentice Hall, Inc. – reference: LinsleyR. K.KohlerM. A.PaulhusJ. L. H.Hydrology for engineers19823rd editionNew YorkMcGraw-Hill Book Co. – reference: ReklaitisG. V.RavindranA.RagsdellK. M.Engineering optimization: methods and applications1983New YorkJohn Wiley and Sons – reference: TungY. K.River flood routing by nonlinear Muskinghum methodJ. Hydrol. Div. ASCE1985111121447146010.1061/(ASCE)0733-9429(1985)111:12(1447) – reference: YoonJ.PadmanabhanG.Parameter estimation of linear and nonlinear Muskingum modelsJ. Water Resources Planning and Management, ASCE1993119560061010.1061/(ASCE)0733-9496(1993)119:5(600) – start-page: 1294 volume-title: Proc. ASCE WRPMD Spec. Conf. on Comp. Applications in Water Resour. year: 1985 ident: 19_CR4 – volume: 36 start-page: 353 year: 1978 ident: 19_CR5 publication-title: J. Hydrol. Amsterdam, The Netherlands doi: 10.1016/0022-1694(78)90153-1 – volume-title: Groundwater systems planning and management year: 1987 ident: 19_CR13 – volume-title: Flood Hydrograph Package User’s Mannual year: 1998 ident: 19_CR6 – ident: 19_CR8 – volume: 111 start-page: 1447 issue: 12 year: 1985 ident: 19_CR12 publication-title: J. Hydrol. Div. ASCE doi: 10.1061/(ASCE)0733-9429(1985)111:12(1447) – volume-title: Engineering Hydrology year: 1974 ident: 19_CR14 doi: 10.1007/978-1-349-02417-9 – volume-title: Applied hydrology year: 1986 ident: 19_CR10 – volume: 7 start-page: 205 issue: 2 year: 1969 ident: 19_CR2 publication-title: J. Hydr. Res. doi: 10.1080/00221686909500264 – volume-title: Applied Hydrology year: 1988 ident: 19_CR1 – volume-title: Engineering optimization: methods and applications year: 1983 ident: 19_CR11 – volume: 130 start-page: 140 issue: 2 year: 2004 ident: 19_CR3 publication-title: J. Irrigation and Drainage Eng. ASCE doi: 10.1061/(ASCE)0733-9437(2004)130:2(140) – volume: 123 start-page: 137 issue: 2 year: 1997 ident: 19_CR9 publication-title: J. Hydraulic Eng. doi: 10.1061/(ASCE)0733-9429(1997)123:2(137) – volume-title: Hydrology for engineers year: 1982 ident: 19_CR7 – volume: 119 start-page: 600 issue: 5 year: 1993 ident: 19_CR15 publication-title: J. Water Resources Planning and Management, ASCE doi: 10.1061/(ASCE)0733-9496(1993)119:5(600) |
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