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    River Flood Routing by Nonlinear Muskingum Method

    Source: Journal of Hydraulic Engineering:;1985:;Volume ( 111 ):;issue: 012
    Author:
    Yeou‐Koung Tung
    DOI: 10.1061/(ASCE)0733-9429(1985)111:12(1447)
    Publisher: American Society of Civil Engineers
    Abstract: The linear form of the Muskingum model has been widely applied to river flood routing. However, a nonlinear relationship between storage and discharge exists in most actual river systems, making the use of the linear model inappropriate. In this paper, a nonlinear Muskingum model is solved using the state variable modeling technique. Various curve fitting techniques are employed for the calibration of model parameters, and their performances within the model are compared. Both linear and nonlinear models are applied to an example with pronounced nonlinearity between storage and discharge. The results show that the nonlinear Muskingum model is superior to the linear one.
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      River Flood Routing by Nonlinear Muskingum Method

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    contributor authorYeou‐Koung Tung
    date accessioned2017-05-08T20:39:10Z
    date available2017-05-08T20:39:10Z
    date copyrightDecember 1985
    date issued1985
    identifier other%28asce%290733-9429%281985%29111%3A12%281447%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22438
    description abstractThe linear form of the Muskingum model has been widely applied to river flood routing. However, a nonlinear relationship between storage and discharge exists in most actual river systems, making the use of the linear model inappropriate. In this paper, a nonlinear Muskingum model is solved using the state variable modeling technique. Various curve fitting techniques are employed for the calibration of model parameters, and their performances within the model are compared. Both linear and nonlinear models are applied to an example with pronounced nonlinearity between storage and discharge. The results show that the nonlinear Muskingum model is superior to the linear one.
    publisherAmerican Society of Civil Engineers
    titleRiver Flood Routing by Nonlinear Muskingum Method
    typeJournal Paper
    journal volume111
    journal issue12
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1985)111:12(1447)
    treeJournal of Hydraulic Engineering:;1985:;Volume ( 111 ):;issue: 012
    contenttypeFulltext
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