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    Gabion-Mattress Channel-Protection Design

    Source: Journal of Hydraulic Engineering:;1995:;Volume ( 121 ):;issue: 007
    Author:
    Stephen T. Maynord
    DOI: 10.1061/(ASCE)0733-9429(1995)121:7(519)
    Publisher: American Society of Civil Engineers
    Abstract: A design procedure for sizing gabion mattresses is presented that is based on depth-averaged velocity in the same manner as the Corps of Engineers' 1991 riprap-design guidance. This allows variation of gabion-mattress rock size and thickness with cross-section shape, channel alignment, and side slope. Stability is based on size of rock in the gabion rather than thickness, and stability coefficients are determined from flume-test results. Recommended mattress thickness and rock gradation are also presented.
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      Gabion-Mattress Channel-Protection Design

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    contributor authorStephen T. Maynord
    date accessioned2017-05-08T20:42:21Z
    date available2017-05-08T20:42:21Z
    date copyrightJuly 1995
    date issued1995
    identifier other%28asce%290733-9429%281995%29121%3A7%28519%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24158
    description abstractA design procedure for sizing gabion mattresses is presented that is based on depth-averaged velocity in the same manner as the Corps of Engineers' 1991 riprap-design guidance. This allows variation of gabion-mattress rock size and thickness with cross-section shape, channel alignment, and side slope. Stability is based on size of rock in the gabion rather than thickness, and stability coefficients are determined from flume-test results. Recommended mattress thickness and rock gradation are also presented.
    publisherAmerican Society of Civil Engineers
    titleGabion-Mattress Channel-Protection Design
    typeJournal Paper
    journal volume121
    journal issue7
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1995)121:7(519)
    treeJournal of Hydraulic Engineering:;1995:;Volume ( 121 ):;issue: 007
    contenttypeFulltext
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