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    Mathematical Model for River Ice Processes

    Source: Journal of Hydraulic Engineering:;1991:;Volume ( 117 ):;issue: 007
    Author:
    A. M. Wasantha Lal
    ,
    Hung Tao Shen
    DOI: 10.1061/(ASCE)0733-9429(1991)117:7(851)
    Publisher: American Society of Civil Engineers
    Abstract: A computer model RICE is developed for simulating ice processes in rivers. In the river‐hydraulics component, the flow condition is determined from one‐dimensional unsteady flow equations. In the thermal component, distributions of water temperature and ice concentration are determined from transport equations of thermal energy and ice. Effects of surface ice, skim‐ice, and border ice formations on the ice production are considered. The formation of ice cover is formulated according to existing equilibrium ice‐jam theories, with consideration to the interaction between the ice cover and the flow. The undercover ice accumulation is formulated according to the critical velocity criteria. The thermal growth and decay of the ice cover is simulated using a finite‐difference formulation applicable to composite ice covers consisting of snow, ice, and frazil layers.
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      Mathematical Model for River Ice Processes

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    http://yetl.yabesh.ir/yetl1/handle/yetl/23489
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    contributor authorA. M. Wasantha Lal
    contributor authorHung Tao Shen
    date accessioned2017-05-08T20:41:10Z
    date available2017-05-08T20:41:10Z
    date copyrightJuly 1991
    date issued1991
    identifier other%28asce%290733-9429%281991%29117%3A7%28851%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23489
    description abstractA computer model RICE is developed for simulating ice processes in rivers. In the river‐hydraulics component, the flow condition is determined from one‐dimensional unsteady flow equations. In the thermal component, distributions of water temperature and ice concentration are determined from transport equations of thermal energy and ice. Effects of surface ice, skim‐ice, and border ice formations on the ice production are considered. The formation of ice cover is formulated according to existing equilibrium ice‐jam theories, with consideration to the interaction between the ice cover and the flow. The undercover ice accumulation is formulated according to the critical velocity criteria. The thermal growth and decay of the ice cover is simulated using a finite‐difference formulation applicable to composite ice covers consisting of snow, ice, and frazil layers.
    publisherAmerican Society of Civil Engineers
    titleMathematical Model for River Ice Processes
    typeJournal Paper
    journal volume117
    journal issue7
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1991)117:7(851)
    treeJournal of Hydraulic Engineering:;1991:;Volume ( 117 ):;issue: 007
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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