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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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