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    Fractal Concept Used in Time‐of‐Concentration Estimates

    Source: Journal of Irrigation and Drainage Engineering:;1991:;Volume ( 117 ):;issue: 005
    Author:
    Gert Aron
    ,
    James E. Ball
    ,
    Thomas A. Smith
    DOI: 10.1061/(ASCE)0733-9437(1991)117:5(635)
    Publisher: American Society of Civil Engineers
    Abstract: In present hydrologic practice, it is generally recognized that the shallow overland sheet flow through the upper portions of a watershed is very slow, and that runoff gradually accelerates as it concentrates into gullies and, finally, streams. In this paper, the fractal concept is applied by testing whether a watershed's stream‐and‐swale system branches in a characteristic pattern that repeats itself into successively finer but similar segments. Commonly used geometric, geomorphologic, hydraulic, and hydrologic equations are combined to reduce the number of parameters. Kinematic wave equations are then developed for the runoff movement in the channels, and integrated to obtain an equation for the time of concentration.
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      Fractal Concept Used in Time‐of‐Concentration Estimates

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    contributor authorGert Aron
    contributor authorJames E. Ball
    contributor authorThomas A. Smith
    date accessioned2017-05-08T20:47:27Z
    date available2017-05-08T20:47:27Z
    date copyrightSeptember 1991
    date issued1991
    identifier other%28asce%290733-9437%281991%29117%3A5%28635%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27259
    description abstractIn present hydrologic practice, it is generally recognized that the shallow overland sheet flow through the upper portions of a watershed is very slow, and that runoff gradually accelerates as it concentrates into gullies and, finally, streams. In this paper, the fractal concept is applied by testing whether a watershed's stream‐and‐swale system branches in a characteristic pattern that repeats itself into successively finer but similar segments. Commonly used geometric, geomorphologic, hydraulic, and hydrologic equations are combined to reduce the number of parameters. Kinematic wave equations are then developed for the runoff movement in the channels, and integrated to obtain an equation for the time of concentration.
    publisherAmerican Society of Civil Engineers
    titleFractal Concept Used in Time‐of‐Concentration Estimates
    typeJournal Paper
    journal volume117
    journal issue5
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(1991)117:5(635)
    treeJournal of Irrigation and Drainage Engineering:;1991:;Volume ( 117 ):;issue: 005
    contenttypeFulltext
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