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    Under Cover Transport and Accumulation of Frazil Granules

    Source: Journal of Hydraulic Engineering:;1995:;Volume ( 121 ):;issue: 002
    Author:
    Hung Tao Shen
    ,
    De Sheng Wang
    DOI: 10.1061/(ASCE)0733-9429(1995)121:2(184)
    Publisher: American Society of Civil Engineers
    Abstract: The process of frazil jam evolution in ice-covered rivers is not well understood. In this paper, under cover transport of frazil granules and its relation to frazil jam evolution in rivers are studied. A concept of ice transport capacity by analogy to bed sediment transport is developed and validated with the field data obtained from the Hequ reach of the Yellow River. The analysis of field data shows that the ice-transport capacity can be described by existing bed load transport formulas for low-density sediments. In view of various shapes of frazil granules that can form in different rivers, the effect of particle shape on the transport capacity is studied. Laboratory experiments are carried out using low-density chips to determine the transport rate over a wide range of flow conditions that are applicable to frazil transport. A generalized cover load transport formula taking into consideration the shape of the particles is obtained based on the laboratory data.
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      Under Cover Transport and Accumulation of Frazil Granules

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    http://yetl.yabesh.ir/yetl1/handle/yetl/73572
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    contributor authorHung Tao Shen
    contributor authorDe Sheng Wang
    date accessioned2017-05-08T22:12:24Z
    date available2017-05-08T22:12:24Z
    date copyrightFebruary 1995
    date issued1995
    identifier other39850599.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/73572
    description abstractThe process of frazil jam evolution in ice-covered rivers is not well understood. In this paper, under cover transport of frazil granules and its relation to frazil jam evolution in rivers are studied. A concept of ice transport capacity by analogy to bed sediment transport is developed and validated with the field data obtained from the Hequ reach of the Yellow River. The analysis of field data shows that the ice-transport capacity can be described by existing bed load transport formulas for low-density sediments. In view of various shapes of frazil granules that can form in different rivers, the effect of particle shape on the transport capacity is studied. Laboratory experiments are carried out using low-density chips to determine the transport rate over a wide range of flow conditions that are applicable to frazil transport. A generalized cover load transport formula taking into consideration the shape of the particles is obtained based on the laboratory data.
    publisherAmerican Society of Civil Engineers
    titleUnder Cover Transport and Accumulation of Frazil Granules
    typeJournal Paper
    journal volume121
    journal issue2
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1995)121:2(184)
    treeJournal of Hydraulic Engineering:;1995:;Volume ( 121 ):;issue: 002
    contenttypeFulltext
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