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    Cohesive Sediment Transport. II: Application

    Source: Journal of Hydraulic Engineering:;1989:;Volume ( 115 ):;issue: 008
    Author:
    Ashish J. Mehta
    ,
    William H. McAnally, Jr.
    ,
    Earl J. Hayter
    ,
    Allen M. Teeter
    ,
    David Schoellhamer
    ,
    Samuel B. Heltzel
    ,
    William P. Carey
    DOI: 10.1061/(ASCE)0733-9429(1989)115:8(1094)
    Publisher: American Society of Civil Engineers
    Abstract: Typical engineering applications involving cohesive sediments in tidal water bodies including bays, estuarial navigation channels, small harbor basins, piers, and wharves have been cited. Reference has been made to problems in reservoirs and in the muddy coast environment. Techniques for prediction of estuarial sedimentation include field methods, physical and numerical modeling, and hybrid modeling which optimally combines physical and numerical modeling approaches. In many cases simple, zero‐dimensional modeling yields results of acceptable accuracy. Three‐dimensional numerical models have recently been developed for analyzing situations in which the complex structure of flows and associated sediment motion cannot be simplified. Further progress in improving the accuracy of prediction of sedimentation rates can be made by better understanding the basic laws governing cohesive sediment behavior, and by developing new strategies and instrumentation for data collection.
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      Cohesive Sediment Transport. II: Application

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    http://yetl.yabesh.ir/yetl1/handle/yetl/23205
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    contributor authorAshish J. Mehta
    contributor authorWilliam H. McAnally, Jr.
    contributor authorEarl J. Hayter
    contributor authorAllen M. Teeter
    contributor authorDavid Schoellhamer
    contributor authorSamuel B. Heltzel
    contributor authorWilliam P. Carey
    date accessioned2017-05-08T20:40:39Z
    date available2017-05-08T20:40:39Z
    date copyrightAugust 1989
    date issued1989
    identifier other%28asce%290733-9429%281989%29115%3A8%281094%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23205
    description abstractTypical engineering applications involving cohesive sediments in tidal water bodies including bays, estuarial navigation channels, small harbor basins, piers, and wharves have been cited. Reference has been made to problems in reservoirs and in the muddy coast environment. Techniques for prediction of estuarial sedimentation include field methods, physical and numerical modeling, and hybrid modeling which optimally combines physical and numerical modeling approaches. In many cases simple, zero‐dimensional modeling yields results of acceptable accuracy. Three‐dimensional numerical models have recently been developed for analyzing situations in which the complex structure of flows and associated sediment motion cannot be simplified. Further progress in improving the accuracy of prediction of sedimentation rates can be made by better understanding the basic laws governing cohesive sediment behavior, and by developing new strategies and instrumentation for data collection.
    publisherAmerican Society of Civil Engineers
    titleCohesive Sediment Transport. II: Application
    typeJournal Paper
    journal volume115
    journal issue8
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1989)115:8(1094)
    treeJournal of Hydraulic Engineering:;1989:;Volume ( 115 ):;issue: 008
    contenttypeFulltext
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