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    Unsteady Flow Simulation for an Ice‐Covered River

    Source: Journal of Hydraulic Engineering:;1986:;Volume ( 112 ):;issue: 011
    Author:
    Poojitha D. Yapa
    ,
    Hung Tao Shen
    DOI: 10.1061/(ASCE)0733-9429(1986)112:11(1036)
    Publisher: American Society of Civil Engineers
    Abstract: An unsteady flow model for ice‐covered rivers is developed and applied to the upper St. Lawrence River. The model is capable of providing continuous simulation of flow and ice conditions in an ice‐covered river that consists of a network of channels. The flow conditions are determined by numerically solving the one‐dimensional equations of motion for unsteady river flows with floating ice covers. Effects of ice cover thickness and hydraulic resistance of the ice cover are considered. Computed results compare favorably with recorded data.
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      Unsteady Flow Simulation for an Ice‐Covered River

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    contributor authorPoojitha D. Yapa
    contributor authorHung Tao Shen
    date accessioned2017-05-08T20:39:27Z
    date available2017-05-08T20:39:27Z
    date copyrightFebruary 1986
    date issued1986
    identifier other%28asce%290733-9429%281986%29112%3A11%281036%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22596
    description abstractAn unsteady flow model for ice‐covered rivers is developed and applied to the upper St. Lawrence River. The model is capable of providing continuous simulation of flow and ice conditions in an ice‐covered river that consists of a network of channels. The flow conditions are determined by numerically solving the one‐dimensional equations of motion for unsteady river flows with floating ice covers. Effects of ice cover thickness and hydraulic resistance of the ice cover are considered. Computed results compare favorably with recorded data.
    publisherAmerican Society of Civil Engineers
    titleUnsteady Flow Simulation for an Ice‐Covered River
    typeJournal Paper
    journal volume112
    journal issue11
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1986)112:11(1036)
    treeJournal of Hydraulic Engineering:;1986:;Volume ( 112 ):;issue: 011
    contenttypeFulltext
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