TECHNICAL PAPERS
Jun 1, 1994

Hybrid Noninertia and Statistical Model versus Hydrodynamic Routing

Publication: Journal of Hydraulic Engineering
Volume 120, Issue 6

Abstract

A new flood‐routing method is compared with the DWOPER model. The new method combines a noninertia (or diffusion model) simplification of the de Saint Venant equation with a statistical procedure. It accounts for the nonlinearity and dispersion of the flood‐wave propagation phenomenon. It also accounts for nonuniform lateral flow. The new method, unlike most hydrologic routing methods, can be used to simulate a variety of flow variables such as water stage, depth, or discharge. The comparison is not only based on the accuracy of both models, but also, and mostly, on their practicality. Both models are compared for accuracy and in aspects such as data requirement, computer running time, actual time needed for calibration.

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References

1.
Akan, A. O., and Yen, B. C. (1977). “A nonlinear diffusion‐wave model for unsteady open channel flow.” Proc., 17th ZAHR Congr., 2, 181–190.
2.
Akan, A. O., and Yen, B. C. (1981). “Diffusion‐wave flood routing in channel networks.” J. Hydr. Div., ASCE, 107(6), 719–732.
3.
Eli, R. N.,II, Wiggert, J. M., and Contractor, D. N. (1974). “Reverse flow routing by the implicit method.” Water Resour. Res., 10(3), 597–600.
4.
Fahmy, H. (1991). “A hybrid hydrodynamic and statistical flood routing method,” PhD thesis, Colorado State University, Fort Collins, Colo.
5.
Fread, D. L. (1973). “Technique for implicit dynamic routing rivers with tributaries.” Water Resour. Res., 9(4), 918–925.
6.
Fread, D. L. (1989). “Chapter 14: channel routing.” Hydrological Forecasting, T. P. Burt, and M. G. Anderson (eds.), John Wiley and Sons, Inc., New York, N.Y., 437–503.
8.
Fread, D. L., and Mays, L. W. (1990). “Class notes: unsteady flow modeling.” College of Engrg. and Appl. Sci., Arizona State Univ., Tempe, Ariz.
9.
French, R. H. (1985). “Open channel hydraulics.” McGraw‐Hill Book Co., Inc., New York, N.Y., 551.
10.
Keefer, T. L., and McQuivey, R. S. (1974). “Multiple linearization flow routing model.” J. Hydr. Div., ASCE, 100(7), 1031–1046.
11.
Weiss, H. W., and Midgley, D. C. (1974). “A two‐dimensional flood routing model.” Civ. Engr. in South Africa, 359–364.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 120Issue 6June 1994
Pages: 706 - 721

History

Received: Mar 27, 1992
Published online: Jun 1, 1994
Published in print: Jun 1994

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Authors

Affiliations

Hussam E. S. Fahmy
Sr. Res., Water Res. Ctr., Ministry of Public Works and Water Resour., 22 El‐Galaa St., Cairo, Egypt
Hubert J. Morel‐Seytoux
Prof., Dept. of Civ. Engrg., Colorado State Univ., Fort Collins, CO 80523

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