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    Relative Performance of Intensity-Duration-Frequency Functions

    Source: Journal of Hydrologic Engineering:;2019:;Volume ( 024 ):;issue: 004
    Author:
    David A. Chin
    DOI: 10.1061/(ASCE)HE.1943-5584.0001767
    Publisher: American Society of Civil Engineers
    Abstract: The forms of the intensity-duration-frequency (IDF) function that best fit rainfall data in the United States are investigated. Analyses using data from 9,264 rainfall stations in the National Oceanic and Atmospheric Administration Atlas 14 database show that, for any given return period, the three-parameter Sherman and Kimijima equations give the best performance, with average relative errors typically less than 4%, although at some locations, errors are significantly higher. Geographic regions of the United States and their associated best-fitting IDF functional forms are identified. The performance of IDF functions that include both duration and return period are also analyzed, and the results show that four-parameter IDF functions derived from the Sherman and Kimijima equations perform best, although the best-performing function has a regional dependence.
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      Relative Performance of Intensity-Duration-Frequency Functions

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    contributor authorDavid A. Chin
    date accessioned2019-03-10T12:12:15Z
    date available2019-03-10T12:12:15Z
    date issued2019
    identifier other%28ASCE%29HE.1943-5584.0001767.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4255088
    description abstractThe forms of the intensity-duration-frequency (IDF) function that best fit rainfall data in the United States are investigated. Analyses using data from 9,264 rainfall stations in the National Oceanic and Atmospheric Administration Atlas 14 database show that, for any given return period, the three-parameter Sherman and Kimijima equations give the best performance, with average relative errors typically less than 4%, although at some locations, errors are significantly higher. Geographic regions of the United States and their associated best-fitting IDF functional forms are identified. The performance of IDF functions that include both duration and return period are also analyzed, and the results show that four-parameter IDF functions derived from the Sherman and Kimijima equations perform best, although the best-performing function has a regional dependence.
    publisherAmerican Society of Civil Engineers
    titleRelative Performance of Intensity-Duration-Frequency Functions
    typeJournal Paper
    journal volume24
    journal issue4
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)HE.1943-5584.0001767
    page04019006
    treeJournal of Hydrologic Engineering:;2019:;Volume ( 024 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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