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    Gumbel–Hougaard Copula for Trivariate Rainfall Frequency Analysis

    Source: Journal of Hydrologic Engineering:;2007:;Volume ( 012 ):;issue: 004
    Author:
    L. Zhang
    ,
    Vijay P. Singh
    DOI: 10.1061/(ASCE)1084-0699(2007)12:4(409)
    Publisher: American Society of Civil Engineers
    Abstract: Joint distributions of rainfall intensity, duration, and depth or those of rainfall intensity and duration, rainfall depth and duration, and rainfall intensity and depth are important in hydrologic design and floodplain management. Considering the dependence among rainfall intensity, depth, and duration, multivariate rainfall frequency distributions have been derived using one of three fundamental assumptions. Either the rainfall intensity, duration, and depth have been assumed independent, or they each have the same type of marginal probability distribution or they have been assumed to have the normal distribution or have been transformed to have the normal distribution. In reality, however, rainfall intensity, duration, and depth are dependent, do not follow, in general, the normal distribution, and do not have the same type of marginal distributions. This study aims at deriving trivariate rainfall frequency distributions using the Gumbel–Hougaard copula which does not assume the rainfall variables to be independent or normal or have the same type of marginal distributions. The trivariate distribution is then employed to determine joint conditional return periods, and is tested using rainfall data from the Amite River Basin in Louisiana.
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      Gumbel–Hougaard Copula for Trivariate Rainfall Frequency Analysis

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    http://yetl.yabesh.ir/yetl1/handle/yetl/50051
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    contributor authorL. Zhang
    contributor authorVijay P. Singh
    date accessioned2017-05-08T21:24:06Z
    date available2017-05-08T21:24:06Z
    date copyrightJuly 2007
    date issued2007
    identifier other%28asce%291084-0699%282007%2912%3A4%28409%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/50051
    description abstractJoint distributions of rainfall intensity, duration, and depth or those of rainfall intensity and duration, rainfall depth and duration, and rainfall intensity and depth are important in hydrologic design and floodplain management. Considering the dependence among rainfall intensity, depth, and duration, multivariate rainfall frequency distributions have been derived using one of three fundamental assumptions. Either the rainfall intensity, duration, and depth have been assumed independent, or they each have the same type of marginal probability distribution or they have been assumed to have the normal distribution or have been transformed to have the normal distribution. In reality, however, rainfall intensity, duration, and depth are dependent, do not follow, in general, the normal distribution, and do not have the same type of marginal distributions. This study aims at deriving trivariate rainfall frequency distributions using the Gumbel–Hougaard copula which does not assume the rainfall variables to be independent or normal or have the same type of marginal distributions. The trivariate distribution is then employed to determine joint conditional return periods, and is tested using rainfall data from the Amite River Basin in Louisiana.
    publisherAmerican Society of Civil Engineers
    titleGumbel–Hougaard Copula for Trivariate Rainfall Frequency Analysis
    typeJournal Paper
    journal volume12
    journal issue4
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)1084-0699(2007)12:4(409)
    treeJournal of Hydrologic Engineering:;2007:;Volume ( 012 ):;issue: 004
    contenttypeFulltext
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    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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