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

    Coupled Longshore and Cross-Shore Models for Beach Nourishment Evolution at Laboratory Scale

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2008:;Volume ( 134 ):;issue: 001
    Author:
    Servet Karasu
    ,
    Paul A. Work
    ,
    M. Kemal Cambazoğlu
    ,
    Ömer Yüksek
    DOI: 10.1061/(ASCE)0733-950X(2008)134:1(30)
    Publisher: American Society of Civil Engineers
    Abstract: A series of three-dimensional laboratory experiments on beach nourishment behavior are described and analyzed. The experiments were designed to isolate the influences of berm height, beachfill median grain size, wave height, and wave period. The results have not been scaled up to prototype conditions, but many features of the laboratory evolution have also been observed in previous field studies. Laboratory results indicate that beachfill half-life (time required for half of the added volume to leave the nourished footprint) is inversely correlated with wave height, and positively correlated with berm height. A weak positive correlation with grain size was found. The influence of wave period was inconclusive. A coupled model describing the effects of both longshore and cross-shore sediment transport was developed and applied. The model accounts for the rapid loss of nourishment material offshore via cross-shore sediment transport, followed by a more gradual redistribution up- and downcoast of the project via longshore sediment transport. The influence of cross-shore sediment transport decreases as the beach slope approaches that of the prenourishment beach. The new model has not been calibrated for application at field scales, but it does reproduce the salient features of the laboratory dataset, and previous field data sets, such as the flattening of the beach profile as the project evolves. By describing the position of three elevation contours (berm crest, waterline, and beachfill toe), it thus provides a more realistic alternative to the “one-line” models often applied to beach nourishment problems by accounting for cross-shore sediment transport.
    • Download: (715.9Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Coupled Longshore and Cross-Shore Models for Beach Nourishment Evolution at Laboratory Scale

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/41716
    Collections
    • Journal of Waterway, Port, Coastal, and Ocean Engineering

    Show full item record

    contributor authorServet Karasu
    contributor authorPaul A. Work
    contributor authorM. Kemal Cambazoğlu
    contributor authorÖmer Yüksek
    date accessioned2017-05-08T21:10:49Z
    date available2017-05-08T21:10:49Z
    date copyrightJanuary 2008
    date issued2008
    identifier other%28asce%290733-950x%282008%29134%3A1%2830%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41716
    description abstractA series of three-dimensional laboratory experiments on beach nourishment behavior are described and analyzed. The experiments were designed to isolate the influences of berm height, beachfill median grain size, wave height, and wave period. The results have not been scaled up to prototype conditions, but many features of the laboratory evolution have also been observed in previous field studies. Laboratory results indicate that beachfill half-life (time required for half of the added volume to leave the nourished footprint) is inversely correlated with wave height, and positively correlated with berm height. A weak positive correlation with grain size was found. The influence of wave period was inconclusive. A coupled model describing the effects of both longshore and cross-shore sediment transport was developed and applied. The model accounts for the rapid loss of nourishment material offshore via cross-shore sediment transport, followed by a more gradual redistribution up- and downcoast of the project via longshore sediment transport. The influence of cross-shore sediment transport decreases as the beach slope approaches that of the prenourishment beach. The new model has not been calibrated for application at field scales, but it does reproduce the salient features of the laboratory dataset, and previous field data sets, such as the flattening of the beach profile as the project evolves. By describing the position of three elevation contours (berm crest, waterline, and beachfill toe), it thus provides a more realistic alternative to the “one-line” models often applied to beach nourishment problems by accounting for cross-shore sediment transport.
    publisherAmerican Society of Civil Engineers
    titleCoupled Longshore and Cross-Shore Models for Beach Nourishment Evolution at Laboratory Scale
    typeJournal Paper
    journal volume134
    journal issue1
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(2008)134:1(30)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2008:;Volume ( 134 ):;issue: 001
    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