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    Effect of Water-Table Manipulation on Beach Profiles

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1995:;Volume ( 121 ):;issue: 002
    Author:
    Richard N. Weisman
    ,
    Gregory S. Seidel
    ,
    Michael R. Ogden
    DOI: 10.1061/(ASCE)0733-950X(1995)121:2(134)
    Publisher: American Society of Civil Engineers
    Abstract: The experimental study of the effects of water-table manipulation on beach erosion/accretion is meant to help engineers design and operate beach drain systems. The initial position of the drain and expected flow rates through the drain system are key design parameters. Whether or not drain systems can be used in both nontidal and tidal coastlines is discussed. The effectiveness of the drain for a range of wave climates is also addressed. The model study identified an important scale effect pertaining to the infiltration characteristics of the model beach face, which reduced the effectiveness of the model drain. The drain was effective for both accretive and slightly erosive wave climates and for both tidal and nontidal situations; the beach face steepens with the drain operating compared to the no-drain situation. This indicates that a drain system should be operated under a wide spectrum of wave conditions. Drain flow rates are dependent on wave climate and relative position of the drain.
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      Effect of Water-Table Manipulation on Beach Profiles

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/41087
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorRichard N. Weisman
    contributor authorGregory S. Seidel
    contributor authorMichael R. Ogden
    date accessioned2017-05-08T21:09:51Z
    date available2017-05-08T21:09:51Z
    date copyrightMarch 1995
    date issued1995
    identifier other%28asce%290733-950x%281995%29121%3A2%28134%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41087
    description abstractThe experimental study of the effects of water-table manipulation on beach erosion/accretion is meant to help engineers design and operate beach drain systems. The initial position of the drain and expected flow rates through the drain system are key design parameters. Whether or not drain systems can be used in both nontidal and tidal coastlines is discussed. The effectiveness of the drain for a range of wave climates is also addressed. The model study identified an important scale effect pertaining to the infiltration characteristics of the model beach face, which reduced the effectiveness of the model drain. The drain was effective for both accretive and slightly erosive wave climates and for both tidal and nontidal situations; the beach face steepens with the drain operating compared to the no-drain situation. This indicates that a drain system should be operated under a wide spectrum of wave conditions. Drain flow rates are dependent on wave climate and relative position of the drain.
    publisherAmerican Society of Civil Engineers
    titleEffect of Water-Table Manipulation on Beach Profiles
    typeJournal Paper
    journal volume121
    journal issue2
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1995)121:2(134)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1995:;Volume ( 121 ):;issue: 002
    contenttypeFulltext
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