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contributor authorJosé N. B. Campos
contributor authorUdinart P. Rabelo
contributor authorIran E. Lima Neto
date accessioned2022-01-30T20:42:16Z
date available2022-01-30T20:42:16Z
date issued5/1/2020 12:00:00 AM
identifier other%28ASCE%29IR.1943-4774.0001465.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4266971
description abstractThis study presents a conceptual model to obtain the shape of the unit hydrograph in a small rectangular basin with a collecting channel on one side of the flow plane. In classical hydrology, flows are classified as linear, convergent, and divergent. In the proposed model, a rainfall of constant intensity is assumed, with the duration equal to the time of concentration of the basin, as in the rational method. The shape of the plane is simplified in order to obtain an analytical solution. It is observed that in the plane of diffuse flow, the flow begins as a convergent of repletion, then passes to divergent of repletion, and finishes as a convergent of depletion. The applied theory allows the development of a classic bell-shaped unit hydrograph, a very common form of the theoretical hydrographs found in the literature. The proposed methodology was also applied to a practical flood damping problem in an urban watershed.
publisherASCE
titleThe Bell-Shaped Unit Hydrograph for Overland Planes
typeJournal Paper
journal volume146
journal issue5
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)IR.1943-4774.0001465
page6
treeJournal of Irrigation and Drainage Engineering:;2020:;Volume ( 146 ):;issue: 005
contenttypeFulltext


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