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    Design of Fluidizer Systems for Coastal Environment

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1994:;Volume ( 120 ):;issue: 005
    Author:
    Richard N. Weisman
    ,
    Gerard P. Lennon
    DOI: 10.1061/(ASCE)0733-950X(1994)120:5(468)
    Publisher: American Society of Civil Engineers
    Abstract: Flow emanating from perforations in a buried pipe can be used to fluidize sand in the coastal environment. A trench of specified length, width, and depth can be created by fluidization for applications such as sand bypassing and channel maintenance in tidal inlets and harbor mouths. Over 15 yr of research has culminated in a design methodology for selection of fluidizer pipe diameter; fluidizer hole orientation, size, and spacing; and flow rate and pressure requirements for achieving full fluidization. A complete system requires guidance on the selection of other components, including choice of materials, installation techniques, clear‐water intake, and slurry‐removal mechanism. The design example illustrates how to maintain a 9.14‐m‐ (30‐ft‐) wide, 2.44‐m‐ (8‐ft‐) deep channel in an inlet to a marina.
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      Design of Fluidizer Systems for Coastal Environment

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/41058
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorRichard N. Weisman
    contributor authorGerard P. Lennon
    date accessioned2017-05-08T21:09:48Z
    date available2017-05-08T21:09:48Z
    date copyrightSeptember 1994
    date issued1994
    identifier other%28asce%290733-950x%281994%29120%3A5%28468%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41058
    description abstractFlow emanating from perforations in a buried pipe can be used to fluidize sand in the coastal environment. A trench of specified length, width, and depth can be created by fluidization for applications such as sand bypassing and channel maintenance in tidal inlets and harbor mouths. Over 15 yr of research has culminated in a design methodology for selection of fluidizer pipe diameter; fluidizer hole orientation, size, and spacing; and flow rate and pressure requirements for achieving full fluidization. A complete system requires guidance on the selection of other components, including choice of materials, installation techniques, clear‐water intake, and slurry‐removal mechanism. The design example illustrates how to maintain a 9.14‐m‐ (30‐ft‐) wide, 2.44‐m‐ (8‐ft‐) deep channel in an inlet to a marina.
    publisherAmerican Society of Civil Engineers
    titleDesign of Fluidizer Systems for Coastal Environment
    typeJournal Paper
    journal volume120
    journal issue5
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1994)120:5(468)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1994:;Volume ( 120 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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