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    Random Wave Measurements in Front of Reflective Structures

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1999:;Volume ( 125 ):;issue: 001
    Author:
    Gert Klopman
    ,
    Jentsje W. van der Meer
    DOI: 10.1061/(ASCE)0733-950X(1999)125:1(39)
    Publisher: American Society of Civil Engineers
    Abstract: The changes in the wave spectrum and significant wave height near a reflective structure are investigated. Significant wave-height measurements with a one wave gauge show a standing wave pattern near the structure, extending offshore to about two times the spectral-peak wavelength for a JONSWAP incidental wave spectrum. The measured spectra also reveal a pattern of nodal and antinodal frequencies, even to much larger distances from the structure. These findings are in agreement with results from linear wave theory. Multigauge techniques can be used to discriminate between incident and reflected waves. Despite the standing wave pattern these techniques can be used to determine the incident wave height accurately up close to the structure—the distance being limited by the extend of the evanescent wave modes attached to the structure.
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      Random Wave Measurements in Front of Reflective Structures

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/41275
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorGert Klopman
    contributor authorJentsje W. van der Meer
    date accessioned2017-05-08T21:10:10Z
    date available2017-05-08T21:10:10Z
    date copyrightJanuary 1999
    date issued1999
    identifier other%28asce%290733-950x%281999%29125%3A1%2839%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41275
    description abstractThe changes in the wave spectrum and significant wave height near a reflective structure are investigated. Significant wave-height measurements with a one wave gauge show a standing wave pattern near the structure, extending offshore to about two times the spectral-peak wavelength for a JONSWAP incidental wave spectrum. The measured spectra also reveal a pattern of nodal and antinodal frequencies, even to much larger distances from the structure. These findings are in agreement with results from linear wave theory. Multigauge techniques can be used to discriminate between incident and reflected waves. Despite the standing wave pattern these techniques can be used to determine the incident wave height accurately up close to the structure—the distance being limited by the extend of the evanescent wave modes attached to the structure.
    publisherAmerican Society of Civil Engineers
    titleRandom Wave Measurements in Front of Reflective Structures
    typeJournal Paper
    journal volume125
    journal issue1
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1999)125:1(39)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1999:;Volume ( 125 ):;issue: 001
    contenttypeFulltext
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