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

    Geometry of Sand Ripples due to Combined Wave-Current Flows

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1996:;Volume ( 122 ):;issue: 006
    Author:
    Hitoshi Tanaka
    ,
    Van To Dang
    DOI: 10.1061/(ASCE)0733-950X(1996)122:6(298)
    Publisher: American Society of Civil Engineers
    Abstract: Laboratory data on sand ripple spacing due to combined wave-current motion are collected to examine the validity of the empirical formula proposed by Tanaka and Shuto (1984). Data from Gray et al. (1991) and from Van Rijn et al. (1993) showed considerable discrepancy from the formula. The discrepancy can partly be attributed to insufficient consideration of the grain size effect in the previous study. Furthermore, incorrect evaluation of the orbital diameter due to wave motion, which was pointed out by Christoffersen and Jonsson (1985), can be another reason for the discrepancy. A new formula for the spacing of wave-current-induced sand ripples is derived. The agreement between the measurement and the prediction can be much improved as compared with the previous formula. The full-range equation for the wave-current friction coefficient proposed by Tanaka and Thu (1994) is applied in the formulation of steepness of sand ripples. Empirical equations for pure wave ripples can tentatively be used for estimating the steepness of sand waves.
    • Download: (392.4Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Geometry of Sand Ripples due to Combined Wave-Current Flows

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/77172
    Collections
    • Journal of Waterway, Port, Coastal, and Ocean Engineering

    Show full item record

    contributor authorHitoshi Tanaka
    contributor authorVan To Dang
    date accessioned2017-05-08T22:18:44Z
    date available2017-05-08T22:18:44Z
    date copyrightNovember 1996
    date issued1996
    identifier other40286884.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/77172
    description abstractLaboratory data on sand ripple spacing due to combined wave-current motion are collected to examine the validity of the empirical formula proposed by Tanaka and Shuto (1984). Data from Gray et al. (1991) and from Van Rijn et al. (1993) showed considerable discrepancy from the formula. The discrepancy can partly be attributed to insufficient consideration of the grain size effect in the previous study. Furthermore, incorrect evaluation of the orbital diameter due to wave motion, which was pointed out by Christoffersen and Jonsson (1985), can be another reason for the discrepancy. A new formula for the spacing of wave-current-induced sand ripples is derived. The agreement between the measurement and the prediction can be much improved as compared with the previous formula. The full-range equation for the wave-current friction coefficient proposed by Tanaka and Thu (1994) is applied in the formulation of steepness of sand ripples. Empirical equations for pure wave ripples can tentatively be used for estimating the steepness of sand waves.
    publisherAmerican Society of Civil Engineers
    titleGeometry of Sand Ripples due to Combined Wave-Current Flows
    typeJournal Paper
    journal volume122
    journal issue6
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1996)122:6(298)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1996:;Volume ( 122 ):;issue: 006
    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