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    Analytical Diffusion Model for Flood Routing

    Source: Journal of Hydraulic Engineering:;1985:;Volume ( 111 ):;issue: 003
    Author:
    Tawatchai Tingsanchali
    ,
    Shyam K. Manandhar
    DOI: 10.1061/(ASCE)0733-9429(1985)111:3(435)
    Publisher: American Society of Civil Engineers
    Abstract: An analytical diffusion model for flood routing which can take into account backwater effect and lateral flows has been developed. The model is applied to route the floods in a hypothetical rectangular channel with different upstream, downstream, and lateral boundary conditions. Different channel characteristics are assumed and the results obtained are found to check well with those obtained by the finite difference method of implicit scheme based on the complete Saint‐Venant equations for unsteady open channel flow. The model shows good results when applied to simulate flood flow conditions in 1980 and 1981 in the Lower Mun River, in Northeast Thailand. The model cannot be incorporated with detailed data of cross sections or river bed geometry but requires only their average values. The Chézy,
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      Analytical Diffusion Model for Flood Routing

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/22461
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    • Journal of Hydraulic Engineering

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    contributor authorTawatchai Tingsanchali
    contributor authorShyam K. Manandhar
    date accessioned2017-05-08T20:39:13Z
    date available2017-05-08T20:39:13Z
    date copyrightMarch 1985
    date issued1985
    identifier other%28asce%290733-9429%281985%29111%3A3%28435%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22461
    description abstractAn analytical diffusion model for flood routing which can take into account backwater effect and lateral flows has been developed. The model is applied to route the floods in a hypothetical rectangular channel with different upstream, downstream, and lateral boundary conditions. Different channel characteristics are assumed and the results obtained are found to check well with those obtained by the finite difference method of implicit scheme based on the complete Saint‐Venant equations for unsteady open channel flow. The model shows good results when applied to simulate flood flow conditions in 1980 and 1981 in the Lower Mun River, in Northeast Thailand. The model cannot be incorporated with detailed data of cross sections or river bed geometry but requires only their average values. The Chézy,
    publisherAmerican Society of Civil Engineers
    titleAnalytical Diffusion Model for Flood Routing
    typeJournal Paper
    journal volume111
    journal issue3
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1985)111:3(435)
    treeJournal of Hydraulic Engineering:;1985:;Volume ( 111 ):;issue: 003
    contenttypeFulltext
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