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    Bypassing Determination of Time of Concentration

    Source: Journal of Hydrologic Engineering:;2013:;Volume ( 018 ):;issue: 012
    Author:
    Arie Ben-Zvi
    DOI: 10.1061/(ASCE)HE.1943-5584.0000744
    Publisher: American Society of Civil Engineers
    Abstract: Reanalysis of the records, upon which the 120-year-old Rational Formula is based, reveals that the published linear relationship between rainfall duration and the ratio of peak discharge to the product of rainfall intensity and watershed area can also be replaced by a logarithmic regression. Such a regression is found, with reasonable correlation, suitable for two-dimensional laboratory watersheds, for four experimental urban watersheds, and for five small watersheds in Israel. Combining this regression with a power-law regression between rainfall intensity and duration, associated with any given recurrence interval, yields a general relationship between the variables. From this and through simple mathematical operations, the maximum discharge associated with that recurrence interval is determined. The variables in the new equation are watershed area and the empirical parameters of the regressions. Application of this equation bypasses determination of the highly influential time of concentration, which is an immeasurable variable and for which varied surrogates are used. It also saves determination of the coefficient
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      Bypassing Determination of Time of Concentration

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    contributor authorArie Ben-Zvi
    date accessioned2017-05-08T21:49:45Z
    date available2017-05-08T21:49:45Z
    date copyrightDecember 2013
    date issued2013
    identifier other%28asce%29he%2E1943-5584%2E0000767.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/63651
    description abstractReanalysis of the records, upon which the 120-year-old Rational Formula is based, reveals that the published linear relationship between rainfall duration and the ratio of peak discharge to the product of rainfall intensity and watershed area can also be replaced by a logarithmic regression. Such a regression is found, with reasonable correlation, suitable for two-dimensional laboratory watersheds, for four experimental urban watersheds, and for five small watersheds in Israel. Combining this regression with a power-law regression between rainfall intensity and duration, associated with any given recurrence interval, yields a general relationship between the variables. From this and through simple mathematical operations, the maximum discharge associated with that recurrence interval is determined. The variables in the new equation are watershed area and the empirical parameters of the regressions. Application of this equation bypasses determination of the highly influential time of concentration, which is an immeasurable variable and for which varied surrogates are used. It also saves determination of the coefficient
    publisherAmerican Society of Civil Engineers
    titleBypassing Determination of Time of Concentration
    typeJournal Paper
    journal volume18
    journal issue12
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)HE.1943-5584.0000744
    treeJournal of Hydrologic Engineering:;2013:;Volume ( 018 ):;issue: 012
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian