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    Probable Maximum Precipitation in a Changing Climate: Implications for Dam Design

    Source: Journal of Hydrologic Engineering:;2014:;Volume ( 019 ):;issue: 012
    Author:
    Steven A. Stratz
    ,
    Faisal Hossain
    DOI: 10.1061/(ASCE)HE.1943-5584.0001021
    Publisher: American Society of Civil Engineers
    Abstract: Modern dams are overwhelmingly designed under the assumption of climatic stationarity by using a static design value known as probable maximum precipitation (PMP). Therefore, it is worthwhile to explore the impact of relaxing the assumption of stationarity and recalculating design PMP values by using currently practiced procedures enhanced by numerical modeling or observational climate trends. This study reports the findings of nonstationary PMP recalculations at three large dam sites in the United States (South Holston Dam in Tennessee, Folsom Dam in California, and Owyhee Dam in Oregon). The results indicate that currently accepted PMP values are significantly increased when future changes in dew points from observational trends or numerical models are taken into account. It is plausible that such future changes in these meteorological thresholds, had they been known among the engineering community when PMPs were designed, would have received the necessary attention regarding the future uncertainty of stationary PMP values as a dam ages.
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      Probable Maximum Precipitation in a Changing Climate: Implications for Dam Design

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    contributor authorSteven A. Stratz
    contributor authorFaisal Hossain
    date accessioned2017-05-08T22:09:31Z
    date available2017-05-08T22:09:31Z
    date copyrightDecember 2014
    date issued2014
    identifier other35481728.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/72510
    description abstractModern dams are overwhelmingly designed under the assumption of climatic stationarity by using a static design value known as probable maximum precipitation (PMP). Therefore, it is worthwhile to explore the impact of relaxing the assumption of stationarity and recalculating design PMP values by using currently practiced procedures enhanced by numerical modeling or observational climate trends. This study reports the findings of nonstationary PMP recalculations at three large dam sites in the United States (South Holston Dam in Tennessee, Folsom Dam in California, and Owyhee Dam in Oregon). The results indicate that currently accepted PMP values are significantly increased when future changes in dew points from observational trends or numerical models are taken into account. It is plausible that such future changes in these meteorological thresholds, had they been known among the engineering community when PMPs were designed, would have received the necessary attention regarding the future uncertainty of stationary PMP values as a dam ages.
    publisherAmerican Society of Civil Engineers
    titleProbable Maximum Precipitation in a Changing Climate: Implications for Dam Design
    typeJournal Paper
    journal volume19
    journal issue12
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)HE.1943-5584.0001021
    treeJournal of Hydrologic Engineering:;2014:;Volume ( 019 ):;issue: 012
    contenttypeFulltext
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