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    The Bell-Shaped Unit Hydrograph for Overland Planes

    Source: Journal of Irrigation and Drainage Engineering:;2020:;Volume ( 146 ):;issue: 005
    Author:
    José N. B. Campos
    ,
    Udinart P. Rabelo
    ,
    Iran E. Lima Neto
    DOI: 10.1061/(ASCE)IR.1943-4774.0001465
    Publisher: ASCE
    Abstract: This 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.
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      The Bell-Shaped Unit Hydrograph for Overland Planes

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4266971
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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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