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    Modeling Ice-Cover Melting Using a Variable Heat Transfer Coefficient

    Source: Journal of Engineering Mechanics:;1996:;Volume ( 122 ):;issue: 010
    Author:
    Semaan Sarraf
    ,
    Xiu Tao Zhang
    DOI: 10.1061/(ASCE)0733-9399(1996)122:10(930)
    Publisher: American Society of Civil Engineers
    Abstract: In cold regions, rivers may be partially or completely ice covered during a good part of the year. Under these conditions, heat transfer between the river flow and the atmosphere occurs simultaneously at the ice-air and ice-water interfaces of the ice cover. Heat flux from the water to the ice is the most dominant factor in the growth and decay processes of the river ice. A proper evaluation of the heat transfer coefficient at the ice-water interface is the key for an accurate computation of the heat flux and, consequently, for determining ice-cover melting. A variable heat transfer coefficient for both the entry region and for the fully established flow region was derived. The effects of this coefficient on the computation of ice-cover melting are addressed in this paper through the use of a two-dimensional numerical model. The new approach as well as other constant empirical equations used to evaluate the heat transfer coefficient were respectively used in the model to examine their effects on ice melting. Results of computations using the new approach were in a better overall agreement with experimental observations, including the leading edge region.
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      Modeling Ice-Cover Melting Using a Variable Heat Transfer Coefficient

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    http://yetl.yabesh.ir/yetl1/handle/yetl/84318
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    • Journal of Engineering Mechanics

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    contributor authorSemaan Sarraf
    contributor authorXiu Tao Zhang
    date accessioned2017-05-08T22:37:46Z
    date available2017-05-08T22:37:46Z
    date copyrightOctober 1996
    date issued1996
    identifier other%28asce%290733-9399%281996%29122%3A10%28930%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84318
    description abstractIn cold regions, rivers may be partially or completely ice covered during a good part of the year. Under these conditions, heat transfer between the river flow and the atmosphere occurs simultaneously at the ice-air and ice-water interfaces of the ice cover. Heat flux from the water to the ice is the most dominant factor in the growth and decay processes of the river ice. A proper evaluation of the heat transfer coefficient at the ice-water interface is the key for an accurate computation of the heat flux and, consequently, for determining ice-cover melting. A variable heat transfer coefficient for both the entry region and for the fully established flow region was derived. The effects of this coefficient on the computation of ice-cover melting are addressed in this paper through the use of a two-dimensional numerical model. The new approach as well as other constant empirical equations used to evaluate the heat transfer coefficient were respectively used in the model to examine their effects on ice melting. Results of computations using the new approach were in a better overall agreement with experimental observations, including the leading edge region.
    publisherAmerican Society of Civil Engineers
    titleModeling Ice-Cover Melting Using a Variable Heat Transfer Coefficient
    typeJournal Paper
    journal volume122
    journal issue10
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1996)122:10(930)
    treeJournal of Engineering Mechanics:;1996:;Volume ( 122 ):;issue: 010
    contenttypeFulltext
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