TECHNICAL PAPERS
Aug 1, 1987

Initiative for Risk‐Based Flood Design

Publication: Journal of Hydraulic Engineering
Volume 113, Issue 8

Abstract

A recent report of the Interagency Advisory Committee on Water Data found that there is “no current procedure for assigning an exceedance probability to the probable maximum flood (PMF)… in a reliable, consistent, or credible manner.” This conclusion was used as justification for continuation of the current, quasi‐deterministic, PMF‐based spillway design methods used by all federal agencies. This is despite criticism by both researchers and practitioners that PMF‐based methods tend to lead to a false sense of security and to misallocation of resources for dam safety improvements. As an alternative to perpetuation of the status quo, the writers outline four general areas in which research should be promoted for improved estimation of extreme floods, as well as research aimed at development of a method for incorporation of risk information into spillway design. The writers believe that if the federal action agencies were to promote research in the areas suggested, the current stagnation that has set in would be broken, and the self‐fulfilling prophecy that there are no alternatives to current practice could no longer be justified.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 113Issue 8August 1987
Pages: 1041 - 1051

History

Published online: Aug 1, 1987
Published in print: Aug 1987

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Authors

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David R. Dawdy
Consultant, 3055 23rd Ave., San Francisco, CA 94132
Dennis P. Lettenmaier, Members, ASCE
Res. Prof., Dept. of Civ. Engrg. FX‐10, Univ. of Washington, Seattle, WA 98195

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