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    Initiative for Risk‐Based Flood Design

    Source: Journal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 008
    Author:
    David R. Dawdy
    ,
    Dennis P. Lettenmaier
    DOI: 10.1061/(ASCE)0733-9429(1987)113:8(1041)
    Publisher: American Society of Civil Engineers
    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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      Initiative for Risk‐Based Flood Design

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    http://yetl.yabesh.ir/yetl1/handle/yetl/22862
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    contributor authorDavid R. Dawdy
    contributor authorDennis P. Lettenmaier
    date accessioned2017-05-08T20:39:58Z
    date available2017-05-08T20:39:58Z
    date copyrightAugust 1987
    date issued1987
    identifier other%28asce%290733-9429%281987%29113%3A8%281041%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22862
    description abstractA 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.
    publisherAmerican Society of Civil Engineers
    titleInitiative for Risk‐Based Flood Design
    typeJournal Paper
    journal volume113
    journal issue8
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1987)113:8(1041)
    treeJournal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 008
    contenttypeFulltext
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