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    Significant Wave Height for Shallow Water Design

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1985:;Volume ( 111 ):;issue: 005
    Author:
    Edward F. Thompson
    ,
    C. L. Vincent
    DOI: 10.1061/(ASCE)0733-950X(1985)111:5(828)
    Publisher: American Society of Civil Engineers
    Abstract: Wave height parameters used in coastal and ocean engineering are grouped into three classes according to their definition bases: height statistics, energy, and monochromatic. Parameters within each class are easily interrelated lor most engineering purposes. However, parameters from different classes are difficult to interrelate, particularly for shallow water applications where waves are near breaking. The often‐used parameter “significant wave height” has traditionally been based on height statistics but many modern estimates are based on wave energy. A simple empirical method is developed to relate statistical and energy based significant height estimates. The method is developed with CERC laboratory flume data from a 1:30 plane slope, two samples of field data, and stream function wave theory. Since the two significant height estimates differ by over 40% in some laboratory cases, engineers should clearly recognize the distinction between them.
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      Significant Wave Height for Shallow Water Design

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    http://yetl.yabesh.ir/yetl1/handle/yetl/40480
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorEdward F. Thompson
    contributor authorC. L. Vincent
    date accessioned2017-05-08T21:08:56Z
    date available2017-05-08T21:08:56Z
    date copyrightSeptember 1985
    date issued1985
    identifier other%28asce%290733-950x%281985%29111%3A5%28828%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40480
    description abstractWave height parameters used in coastal and ocean engineering are grouped into three classes according to their definition bases: height statistics, energy, and monochromatic. Parameters within each class are easily interrelated lor most engineering purposes. However, parameters from different classes are difficult to interrelate, particularly for shallow water applications where waves are near breaking. The often‐used parameter “significant wave height” has traditionally been based on height statistics but many modern estimates are based on wave energy. A simple empirical method is developed to relate statistical and energy based significant height estimates. The method is developed with CERC laboratory flume data from a 1:30 plane slope, two samples of field data, and stream function wave theory. Since the two significant height estimates differ by over 40% in some laboratory cases, engineers should clearly recognize the distinction between them.
    publisherAmerican Society of Civil Engineers
    titleSignificant Wave Height for Shallow Water Design
    typeJournal Paper
    journal volume111
    journal issue5
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1985)111:5(828)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1985:;Volume ( 111 ):;issue: 005
    contenttypeFulltext
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