YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Waterway, Port, Coastal, and Ocean Engineering
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Waterway, Port, Coastal, and Ocean Engineering
    • View Item
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Archive

    Study of Wind Waves in the Gulf Intracoastal Waterway at Aransas National Wildlife Refuge

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1996:;Volume ( 122 ):;issue: 005
    Author:
    Darla A. Hershberger
    ,
    Francis C. K. Ting
    DOI: 10.1061/(ASCE)0733-950X(1996)122:5(239)
    Publisher: American Society of Civil Engineers
    Abstract: This study describes a field experiment on wind waves in the Gulf Intracoastal Waterway. Wind-wave height and period were measured at the Aransas National Wildlife Refuge in Texas and compared to hindcast results generated by the wind-wave model for restricted fetches in the Automated Coastal Engineering System. The comparisons showed that the present technology did not predict the measurements well. The restricted fetch method showed a tendency to overpredict waves when the wind was blowing along the channel and underpredict waves when the wind was blowing across the channel. The poor performance of the restricted fetch model in long, narrow channels was attributed to the measured data being far outside the bounds of the data used to develop the model (fetch width-to-length ratio, as well as wave height and period). It was shown that wave damping could reduce wave heights for along-channel winds. Analysis of an elliptical fetch suggested that fetch width-to-length ratio is an important variable. Because this parameter is not included in the wave-prediction equations, the formulas should only be applied to water bodies similar in width-to-length ratio to those used to develop the model.
    • Download: (1.002Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Study of Wind Waves in the Gulf Intracoastal Waterway at Aransas National Wildlife Refuge

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/41159
    Collections
    • Journal of Waterway, Port, Coastal, and Ocean Engineering

    Show full item record

    contributor authorDarla A. Hershberger
    contributor authorFrancis C. K. Ting
    date accessioned2017-05-08T21:09:58Z
    date available2017-05-08T21:09:58Z
    date copyrightSeptember 1996
    date issued1996
    identifier other%28asce%290733-950x%281996%29122%3A5%28239%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41159
    description abstractThis study describes a field experiment on wind waves in the Gulf Intracoastal Waterway. Wind-wave height and period were measured at the Aransas National Wildlife Refuge in Texas and compared to hindcast results generated by the wind-wave model for restricted fetches in the Automated Coastal Engineering System. The comparisons showed that the present technology did not predict the measurements well. The restricted fetch method showed a tendency to overpredict waves when the wind was blowing along the channel and underpredict waves when the wind was blowing across the channel. The poor performance of the restricted fetch model in long, narrow channels was attributed to the measured data being far outside the bounds of the data used to develop the model (fetch width-to-length ratio, as well as wave height and period). It was shown that wave damping could reduce wave heights for along-channel winds. Analysis of an elliptical fetch suggested that fetch width-to-length ratio is an important variable. Because this parameter is not included in the wave-prediction equations, the formulas should only be applied to water bodies similar in width-to-length ratio to those used to develop the model.
    publisherAmerican Society of Civil Engineers
    titleStudy of Wind Waves in the Gulf Intracoastal Waterway at Aransas National Wildlife Refuge
    typeJournal Paper
    journal volume122
    journal issue5
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1996)122:5(239)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1996:;Volume ( 122 ):;issue: 005
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian