Rational-Method Equation and HEC TD-15
Publication: Journal of Irrigation and Drainage Engineering
Volume 122, Issue 1
Abstract
The rational-method equation for estimating peak flow rates for storm-water runoff is derived from the balanced-design storm unit hydrograph approach presented in the U.S. Army Corps of Engineers HEC Training Document 15. The new form of the rational-method equation is Q p = (αI−φ) A, instead of the well known Q p = ( I −φ) A ; or Q p =αCIA, instead of the well known Q p =CIA, depending on the respective loss function used in the unit hydrograph effective rainfall model. The preceding fixed constant α is found to depend on the type of unit hydrograph used (i.e., S -Graph) and the log-log slope of the rainfall depth-duration curve, and is easily determined by equating to a known unit hydrograph design storm model peak flow rate result. This new development provides a significant foundation for the use of the well-known rational-method equation in small catchments where rainfall depth-area effects are negligible.
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References
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Copyright © 1996 American Society of Civil Engineers.
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Published online: Jan 1, 1996
Published in print: Jan 1996
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