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    Hydrologic Routing of Flow in Arid Ephemeral Channels

    Source: Journal of Hydraulic Engineering:;1995:;Volume ( 121 ):;issue: 006
    Author:
    K. D. Sharma
    ,
    J. S. R. Murthy
    DOI: 10.1061/(ASCE)0733-9429(1995)121:6(466)
    Publisher: American Society of Civil Engineers
    Abstract: Hydrographs of ephemeral streams in an arid region usually decrease significantly in magnitude, downstream, unless they are augmented by tributary flows. Estimation of outflow hydrographs from a channel reach is essential for the development of water-resources systems. A hydrologic-flow-routing technique for arid ephemeral channels is developed. The hydrologic-routing equations for the movement of flood waves are modified by the inclusion of a nonlinear volumetric transmission loss rate term, which is empirically estimated from the observed inflow-outflow data for a channel reach. The predicted outflow hydrographs match better with the observed than the outflow hydrographs generated through the lumped regression model for ephemeral channels. The hydrologic-flow-routing technique may also be used for ungaged channel reaches through parameterization.
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      Hydrologic Routing of Flow in Arid Ephemeral Channels

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    http://yetl.yabesh.ir/yetl1/handle/yetl/24149
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    contributor authorK. D. Sharma
    contributor authorJ. S. R. Murthy
    date accessioned2017-05-08T20:42:20Z
    date available2017-05-08T20:42:20Z
    date copyrightJune 1995
    date issued1995
    identifier other%28asce%290733-9429%281995%29121%3A6%28466%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24149
    description abstractHydrographs of ephemeral streams in an arid region usually decrease significantly in magnitude, downstream, unless they are augmented by tributary flows. Estimation of outflow hydrographs from a channel reach is essential for the development of water-resources systems. A hydrologic-flow-routing technique for arid ephemeral channels is developed. The hydrologic-routing equations for the movement of flood waves are modified by the inclusion of a nonlinear volumetric transmission loss rate term, which is empirically estimated from the observed inflow-outflow data for a channel reach. The predicted outflow hydrographs match better with the observed than the outflow hydrographs generated through the lumped regression model for ephemeral channels. The hydrologic-flow-routing technique may also be used for ungaged channel reaches through parameterization.
    publisherAmerican Society of Civil Engineers
    titleHydrologic Routing of Flow in Arid Ephemeral Channels
    typeJournal Paper
    journal volume121
    journal issue6
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1995)121:6(466)
    treeJournal of Hydraulic Engineering:;1995:;Volume ( 121 ):;issue: 006
    contenttypeFulltext
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