TECHNICAL PAPERS
Apr 1, 1998

Variable-Parameter Stage-Hydrograph Routing Method. II: Evaluation

Publication: Journal of Hydrologic Engineering
Volume 3, Issue 2

Abstract

The variable-parameter simplified stage-hydrograph routing method developed in Part I of this series is studied to determine its limitations, the criterion for its applicability, and its accuracy based on the assumptions used for its development. This method is evaluated by routing given hypothetical input-stage hydrographs through uniform rectangular cross-section channels and comparing the results with the corresponding numerical solutions of the Saint Venant equations. The discharge hydrographs as computed by the method are also compared with the corresponding Saint Venant solutions. The method closely reproduces the stage and discharge hydrographs obtained from the Saint Venant solutions subject to compliance with the assumptions of the method.

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References

1.
ASCE Task Committee on Definition of Criteria for Evaluation of Watershed Models of the Watershed Management Committee, Irrigation and Drainage Division.(1993). “Criteria for evaluation of watershed models.”J. Irrig. and Drain. Engrg., ASCE, 119(3), 429–442.
2.
Flood studies report. (1975). Vol. 3, Flood routing studies, Natural Environment Research Council, London, U.K.
3.
Henderson, F. M. (1966). Open channel flow. Macmillan and Co., New York, N.Y.
4.
Nash, J. E., and Sutcliffe, J. V.(1970). “River flow forecasting through conceptual models. Part I: A discussion of principles.”J. Hydro., Amsterdam, The Netherlands, 10, 282–290.
5.
Perumal, M.(1992). “The cause of negative initial outflow with the Muskingum method.”Hydrological Sci. J., Oxford, U.K., 37(4), 391–401.
6.
Perumal, M.(1994). “Hydrodynamic derivation of a variable parameter Muskingum method. 2: Verification.”Hydrological Sci. J., Oxford, U.K., 39(5), 443–458.
7.
Perumal, M. (1995). “Variable parameter flood routing using hydrodynamic principles,” PhD thesis, Dept. of Civ. Engrg., University of Roorkee, Roorkee, India.
8.
Perumal, M., and Ranga Raju, K. G.(1998). “Variable-parameter stage-hydrograph routing method. I: Theory.”J. Hydrologic Engrg., ASCE, 3(2), 109–114.
9.
Ponce, V. M., and Chaganti, P. V.(1994). “Variable-parameter Muskingum-Cunge method revisited.”J. Hydro., Amsterdam, The Netherlands, 162, 433–439.
10.
Weinmann, P. E. (1977). “Comparison of flood routing methods for natural rivers.”Rep. No. 2/1977, Dept. of Civ. Engrg., Monash University, Victoria, Australia.

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Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 3Issue 2April 1998
Pages: 115 - 121

History

Published online: Apr 1, 1998
Published in print: Apr 1998

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Authors

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Muthiah Perumal
Assoc. Prof., Ctr. for Continuing Education, Univ. of Roorkee, Roorkee-247667, India; currently, Leverhulme Fellow, Water Resour. Sys. Res. Lab., Dept. of Civ. Engrg., Univ. of Newcastle, Newcastle upon Tyne NE1 7RU, U.K.
Kittur G. Ranga Raju
Prof. and Head, Dept. of Civ. Engrg., Univ. of Roorkee, Roorkee-247667, India.

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