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    Response of Muskingum Equation to Step Input

    Source: Journal of Irrigation and Drainage Engineering:;1989:;Volume ( 115 ):;issue: 004
    Author:
    Mohammad Akram Gill
    DOI: 10.1061/(ASCE)0733-9437(1989)115:4(736)
    Publisher: American Society of Civil Engineers
    Abstract: Solution of the Muskingum equation for a step input function has been developed using the Laplace transform method. The solution is in agreement with a previous results, which was obtained by the author using a different method. The solution is different from the one published in the past by many others. The old solution predicts unrealistic negative outflows for small values of time. In contrast, the proposed solution is free of this or any other defect. The solution can be practically used by method of convolution to route physical floods without encountering negative outflows or violating the continuity of mass conservation. The source of error in the previous solution given by others has been pointed out.
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      Response of Muskingum Equation to Step Input

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    https://yetl.yabesh.ir/yetl1/handle/yetl/27072
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    contributor authorMohammad Akram Gill
    date accessioned2017-05-08T20:47:05Z
    date available2017-05-08T20:47:05Z
    date copyrightAugust 1989
    date issued1989
    identifier other%28asce%290733-9437%281989%29115%3A4%28736%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27072
    description abstractSolution of the Muskingum equation for a step input function has been developed using the Laplace transform method. The solution is in agreement with a previous results, which was obtained by the author using a different method. The solution is different from the one published in the past by many others. The old solution predicts unrealistic negative outflows for small values of time. In contrast, the proposed solution is free of this or any other defect. The solution can be practically used by method of convolution to route physical floods without encountering negative outflows or violating the continuity of mass conservation. The source of error in the previous solution given by others has been pointed out.
    publisherAmerican Society of Civil Engineers
    titleResponse of Muskingum Equation to Step Input
    typeJournal Paper
    journal volume115
    journal issue4
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(1989)115:4(736)
    treeJournal of Irrigation and Drainage Engineering:;1989:;Volume ( 115 ):;issue: 004
    contenttypeFulltext
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