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    Cost‐Effectiveness of Breakwater Cross Sections

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1987:;Volume ( 113 ):;issue: 005
    Author:
    Orson P. Smith
    DOI: 10.1061/(ASCE)0733-950X(1987)113:5(447)
    Publisher: American Society of Civil Engineers
    Abstract: The cost‐effective optimization of rubble‐mound breakwater cross sections requires a summation of all the life cycle costs for each alternative design, including construction costs, maintenance costs and associated economic losses due to wave attack. A systematic procedure is proposed for estimating the economic losses with and without breakwater protection along with the first and maintenance costs for a set of alternatives with varying functional performance and structural integrity design criteria.
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      Cost‐Effectiveness of Breakwater Cross Sections

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    http://yetl.yabesh.ir/yetl1/handle/yetl/40607
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorOrson P. Smith
    date accessioned2017-05-08T21:09:07Z
    date available2017-05-08T21:09:07Z
    date copyrightSeptember 1987
    date issued1987
    identifier other%28asce%290733-950x%281987%29113%3A5%28447%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40607
    description abstractThe cost‐effective optimization of rubble‐mound breakwater cross sections requires a summation of all the life cycle costs for each alternative design, including construction costs, maintenance costs and associated economic losses due to wave attack. A systematic procedure is proposed for estimating the economic losses with and without breakwater protection along with the first and maintenance costs for a set of alternatives with varying functional performance and structural integrity design criteria.
    publisherAmerican Society of Civil Engineers
    titleCost‐Effectiveness of Breakwater Cross Sections
    typeJournal Paper
    journal volume113
    journal issue5
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1987)113:5(447)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1987:;Volume ( 113 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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