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dc.contributor.authorJosé N. B. Campos
dc.contributor.authorUdinart P. Rabelo
dc.contributor.authorIran E. Lima Neto
dc.date.accessioned2022-01-30T20:42:16Z
dc.date.available2022-01-30T20:42:16Z
dc.date.issued5/1/2020 12:00:00 AM
dc.identifier.other%28ASCE%29IR.1943-4774.0001465.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4266971
dc.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.
dc.publisherASCE
dc.titleThe Bell-Shaped Unit Hydrograph for Overland Planes
dc.typeJournal Paper
dc.journal.volume146
dc.journal.issue5
dc.journal.titleJournal of Irrigation and Drainage Engineering
dc.identifier.doi10.1061/(ASCE)IR.1943-4774.0001465
dc.page6
dc.treeJournal of Irrigation and Drainage Engineering:;2020:;Volume ( 146 ):;issue: 005
dc.contenttypeFulltext


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