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    Armoring and Sorting Simulation in Alluvial Rivers

    Source: Journal of Hydraulic Engineering:;1986:;Volume ( 112 ):;issue: 008
    Author:
    M. Fazle Karim
    ,
    Forrest M. Holly, Jr.
    DOI: 10.1061/(ASCE)0733-9429(1986)112:8(705)
    Publisher: American Society of Civil Engineers
    Abstract: Formulations for bed armoring and hydraulic sorting of bed sediments in alluvial streams are developed, and an application to Missouri River bed evolution is presented. A relation for the areal coverage factor for armoring on a plane bed is first formulated as a function of degradation depth and bedmaterial characteristics, and is then modified by introducing correction factors for the effect of bed forms and the stochastic nature of sediment motion. For the simulation of hydraulic sorting, bed sediments are assumed to be mixed homogeneously in a mixed‐layer depth approximately equal to average bedform height, and the composition of mixed‐layer materials is adjusted to satisfy the continuity equation for each sediment size fraction. These formulations are applied in a 20‐year simulation of bed degradation in the middle Missouri River reach downstream of Gavins Point Dam. It is found that the simulated bedsediment composition, including the two‐layer structure comprising the top armor coat and the underlying finer sediments, is in good agreement with the observed Missouri River bed characteristics.
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      Armoring and Sorting Simulation in Alluvial Rivers

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    http://yetl.yabesh.ir/yetl1/handle/yetl/22662
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    contributor authorM. Fazle Karim
    contributor authorForrest M. Holly, Jr.
    date accessioned2017-05-08T20:39:37Z
    date available2017-05-08T20:39:37Z
    date copyrightAugust 1986
    date issued1986
    identifier other%28asce%290733-9429%281986%29112%3A8%28705%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22662
    description abstractFormulations for bed armoring and hydraulic sorting of bed sediments in alluvial streams are developed, and an application to Missouri River bed evolution is presented. A relation for the areal coverage factor for armoring on a plane bed is first formulated as a function of degradation depth and bedmaterial characteristics, and is then modified by introducing correction factors for the effect of bed forms and the stochastic nature of sediment motion. For the simulation of hydraulic sorting, bed sediments are assumed to be mixed homogeneously in a mixed‐layer depth approximately equal to average bedform height, and the composition of mixed‐layer materials is adjusted to satisfy the continuity equation for each sediment size fraction. These formulations are applied in a 20‐year simulation of bed degradation in the middle Missouri River reach downstream of Gavins Point Dam. It is found that the simulated bedsediment composition, including the two‐layer structure comprising the top armor coat and the underlying finer sediments, is in good agreement with the observed Missouri River bed characteristics.
    publisherAmerican Society of Civil Engineers
    titleArmoring and Sorting Simulation in Alluvial Rivers
    typeJournal Paper
    journal volume112
    journal issue8
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1986)112:8(705)
    treeJournal of Hydraulic Engineering:;1986:;Volume ( 112 ):;issue: 008
    contenttypeFulltext
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