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    Evaluation of the Concept of Critical Rainfall Duration by Bivariate Frequency Analysis of Annual Maximum Independent Rainfall Event Series in Seoul, Korea

    Source: Journal of Hydrologic Engineering:;2016:;Volume ( 021 ):;issue: 001
    Author:
    Chulsang Yoo
    ,
    Cheolsoon Park
    ,
    Changhyun Jun
    DOI: 10.1061/(ASCE)HE.1943-5584.0001259
    Publisher: American Society of Civil Engineers
    Abstract: This study investigated the possible problems of using the concept of critical rainfall duration (CRD) for estimating the design flood. The investigation focused on the evaluation of the difference between the annual maximum independent rainfall event series (IRES) and the annual maximum short-duration rainfall series in Seoul, Korea. Annual maximum IRES was determined by applying Freund’s bivariate exponential distribution, which were also used for frequency analysis by applying the Gumbel’s bivariate logistic model. Both the annual maximum IRES and the frequency analysis results were then compared with those of the conventional annual maximum fixed-duration rainfall series (FDRS). The results are summarized as follows. First, the mean rainfall intensity of the annual maximum IRES was found to be little changed regardless of their durations. Thus, most of the annual maximum short-duration rainfall series would be selected in the annual maximum IRES. Second, results of the bivariate frequency analysis of the annual maximum IRES were found to be similar to those of the annual maximum long-duration rainfall series. It means that the annual maximum long-duration rainfall series could represent the annual maximum IRES. In conclusion, the short-duration rainfall series is rather artificial and the possibility of their occurrence in reality is rare. Considering the typical shape of rainfall temporal distribution, the peak of a short-duration design rainfall could be much smaller than that of a long-duration one. The use of the concept of CRD finally could result in smaller design floods especially in small basins.
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      Evaluation of the Concept of Critical Rainfall Duration by Bivariate Frequency Analysis of Annual Maximum Independent Rainfall Event Series in Seoul, Korea

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    http://yetl.yabesh.ir/yetl1/handle/yetl/80563
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    contributor authorChulsang Yoo
    contributor authorCheolsoon Park
    contributor authorChanghyun Jun
    date accessioned2017-05-08T22:26:00Z
    date available2017-05-08T22:26:00Z
    date copyrightJanuary 2016
    date issued2016
    identifier other44699784.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/80563
    description abstractThis study investigated the possible problems of using the concept of critical rainfall duration (CRD) for estimating the design flood. The investigation focused on the evaluation of the difference between the annual maximum independent rainfall event series (IRES) and the annual maximum short-duration rainfall series in Seoul, Korea. Annual maximum IRES was determined by applying Freund’s bivariate exponential distribution, which were also used for frequency analysis by applying the Gumbel’s bivariate logistic model. Both the annual maximum IRES and the frequency analysis results were then compared with those of the conventional annual maximum fixed-duration rainfall series (FDRS). The results are summarized as follows. First, the mean rainfall intensity of the annual maximum IRES was found to be little changed regardless of their durations. Thus, most of the annual maximum short-duration rainfall series would be selected in the annual maximum IRES. Second, results of the bivariate frequency analysis of the annual maximum IRES were found to be similar to those of the annual maximum long-duration rainfall series. It means that the annual maximum long-duration rainfall series could represent the annual maximum IRES. In conclusion, the short-duration rainfall series is rather artificial and the possibility of their occurrence in reality is rare. Considering the typical shape of rainfall temporal distribution, the peak of a short-duration design rainfall could be much smaller than that of a long-duration one. The use of the concept of CRD finally could result in smaller design floods especially in small basins.
    publisherAmerican Society of Civil Engineers
    titleEvaluation of the Concept of Critical Rainfall Duration by Bivariate Frequency Analysis of Annual Maximum Independent Rainfall Event Series in Seoul, Korea
    typeJournal Paper
    journal volume21
    journal issue1
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)HE.1943-5584.0001259
    treeJournal of Hydrologic Engineering:;2016:;Volume ( 021 ):;issue: 001
    contenttypeFulltext
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