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    Aggregation Rate of Fine Sediment

    Source: Journal of Hydraulic Engineering:;2000:;Volume ( 126 ):;issue: 012
    Author:
    William H. McAnally
    ,
    Ashish J. Mehta
    DOI: 10.1061/(ASCE)0733-9429(2000)126:12(883)
    Publisher: American Society of Civil Engineers
    Abstract: A dynamical description of estuarial fine sediment aggregation has been developed. The spectrum of fine particle or agglomerate size is represented by a discrete number of classes based on particle mass. Aggregation and disaggregation, respectively, move mass up and down through the classes. The frequency of two- and three-body particle collisions due to Brownian motion, shearing and differential settling is expressed by simple statistical relationships, using a new form of the collision efficiency parameter. This parameter is defined by nondimensional terms accounting for the physical and chemical forces that determine whether close encounters result in collisions. Calculations of the rate of change of sediment mass for each class as the aggregation process approaches equilibrium, when compared with previously obtained data in a Couette chamber, highlight the need to characterize the sediment as to particle density and strength. Near equilibrium, three-body collisions seem to play a major role by disaggregating particles that have been aggregated by the more numerous but less forceful two-body collisions.
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      Aggregation Rate of Fine Sediment

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    contributor authorWilliam H. McAnally
    contributor authorAshish J. Mehta
    date accessioned2017-05-08T20:43:41Z
    date available2017-05-08T20:43:41Z
    date copyrightDecember 2000
    date issued2000
    identifier other%28asce%290733-9429%282000%29126%3A12%28883%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24964
    description abstractA dynamical description of estuarial fine sediment aggregation has been developed. The spectrum of fine particle or agglomerate size is represented by a discrete number of classes based on particle mass. Aggregation and disaggregation, respectively, move mass up and down through the classes. The frequency of two- and three-body particle collisions due to Brownian motion, shearing and differential settling is expressed by simple statistical relationships, using a new form of the collision efficiency parameter. This parameter is defined by nondimensional terms accounting for the physical and chemical forces that determine whether close encounters result in collisions. Calculations of the rate of change of sediment mass for each class as the aggregation process approaches equilibrium, when compared with previously obtained data in a Couette chamber, highlight the need to characterize the sediment as to particle density and strength. Near equilibrium, three-body collisions seem to play a major role by disaggregating particles that have been aggregated by the more numerous but less forceful two-body collisions.
    publisherAmerican Society of Civil Engineers
    titleAggregation Rate of Fine Sediment
    typeJournal Paper
    journal volume126
    journal issue12
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2000)126:12(883)
    treeJournal of Hydraulic Engineering:;2000:;Volume ( 126 ):;issue: 012
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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