TECHNICAL NOTES
Jul 1, 1997

Balanced Design Storm UH, Rational, and Regression Equation Methods

Publication: Journal of Hydrologic Engineering
Volume 2, Issue 3

Abstract

In practice, runoff peak flow rates are typically estimated by the rational method, a design storm unit hydrograph (UH) method, or a statistical regression equation. In this technical note, the balanced design storm UH procedure is used to derive a rational method peak flow rate equation that, in turn, is used to derive a regression equation. This new mathematical linkage across these three widely used peak flow rate estimation techniques provide a foundation as to how these approaches differ or agree, and may also provide an answer as to which method is “best”; specifically, the methods are essentially the same for many practical conditions, and where they differ, the underpinnings of their mathematical structures are illuminated.

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References

1.
Hromadka, T. V. II. (1986). County of San Bernardino hydrology manual. County of San Bernardino Water Resources Division, San Bernardino, Calif.
2.
Hromadka, T. V. II. (1987). Orange County hydrology manual. Orange County Environmental Management Agency, Santa Ana, Calif.
3.
Hromadka, T. V. II. (1992). County of Kern hydrology manual. Kern County Floodplain Management Division, Bakersfield, Calif.
4.
Hromadka, T. V. II. (1995). “The Theoretical Underpinning of the Rational Method.”Proc., 19th Annu. Conf. of the Assn. of State Floodplain Mgrs.
5.
Hromadka, T. V. II., McCuen, R. H., Durbin, T. J., and DeVries, J. J. (1994). Computer methods in environmental and water resources engineering. Lighthouse Publications, Mission Viejo, Calif.
6.
Hromadka, T. V. II., McCuen, R. H., and Yen, C. C. (1987). Computational hydrology in flood control design and planning. Lighthouse Publications, Mission Viejo, Calif.
7.
Hromadka, T. V. II., and Whitley, R. J. (1989). Stochastic integral equations in rainfall-runoff modeling. Springer-Verlag KG, Berlin, Germany.
8.
Hromadka, T. V. II., and Whitley, R. J.(1996). “Rational-method equation and HEC TD-15.”J. Irrig. and Drain. Engrg., ASCE, 122(1), 15–18.
9.
U.S. Army Corps of Engineers (USACE). (1982). “Hydrologic analysis of ungauged watersheds using HEC-1.”Rep., Hydrologic Engrg. Ctr (HEC) Training Document TD-15, Hydrologic Engrg. Ctr., Davis, Calif.

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Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 2Issue 3July 1997
Pages: 129 - 132

History

Published online: Jul 1, 1997
Published in print: Jul 1997

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Authors

Affiliations

T. V. Hromadka II, Member, ASCE
Principal, Failure Analysis Assoc., Newport Beach, CA; and Prof. of Mathematics and Envir. Studies, Dept. of Mathematics, California State Univ., Fullerton, CA 92634.

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