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    Analytical Closed-Form Solution for 1D Linear Kinematic Overland Flow under Moving Rainstorms

    Source: Journal of Hydrologic Engineering:;2013:;Volume ( 018 ):;issue: 009
    Author:
    Jorge M. G. P. Isidoro
    ,
    João L. M. P. de Lima
    DOI: 10.1061/(ASCE)HE.1943-5584.0000740
    Publisher: American Society of Civil Engineers
    Abstract: An analytical solution for overland flow under (upstream and downstream) moving storms that uses Laplace transformation to solve the one-dimensional (1D) linear kinematic wave equation is presented. This solution, which corresponds to a single continuous function for the total space-time domain of the overland hydrograph, enables evaluation of the discharge over time for the total drainage plane surface. The result was compared with another analytical solution, a numerical simulation, and experimental runs using a laboratory flume. The comparison showed very good fit, and the proposed analytical solution was thus regarded as validated. By applying the model to hypothetical catchments and storm patterns, distinct hydrologic responses for upstream and downstream moving storms were identified.
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      Analytical Closed-Form Solution for 1D Linear Kinematic Overland Flow under Moving Rainstorms

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    http://yetl.yabesh.ir/yetl1/handle/yetl/63647
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    contributor authorJorge M. G. P. Isidoro
    contributor authorJoão L. M. P. de Lima
    date accessioned2017-05-08T21:49:44Z
    date available2017-05-08T21:49:44Z
    date copyrightSeptember 2013
    date issued2013
    identifier other%28asce%29he%2E1943-5584%2E0000763.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/63647
    description abstractAn analytical solution for overland flow under (upstream and downstream) moving storms that uses Laplace transformation to solve the one-dimensional (1D) linear kinematic wave equation is presented. This solution, which corresponds to a single continuous function for the total space-time domain of the overland hydrograph, enables evaluation of the discharge over time for the total drainage plane surface. The result was compared with another analytical solution, a numerical simulation, and experimental runs using a laboratory flume. The comparison showed very good fit, and the proposed analytical solution was thus regarded as validated. By applying the model to hypothetical catchments and storm patterns, distinct hydrologic responses for upstream and downstream moving storms were identified.
    publisherAmerican Society of Civil Engineers
    titleAnalytical Closed-Form Solution for 1D Linear Kinematic Overland Flow under Moving Rainstorms
    typeJournal Paper
    journal volume18
    journal issue9
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)HE.1943-5584.0000740
    treeJournal of Hydrologic Engineering:;2013:;Volume ( 018 ):;issue: 009
    contenttypeFulltext
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