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

    Reducing Harbor Siltation. I: Methodology

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2005:;Volume ( 131 ):;issue: 006
    Author:
    J. C. Winterwerp
    DOI: 10.1061/(ASCE)0733-950X(2005)131:6(258)
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes a decade of research on siltation-reducing measures for harbor basins and the methodology and measuring techniques developed. A classification of harbor systems is made on the basis of siltation mechanisms, i.e. horizontal entrainment by mixing layers, tidal filling, and density currents. This classification distinguishes between harbors in various environments, i.e. stagnant water systems such as shallow lakes, where wind-induced currents prevail, riverine systems, tidal systems, either homogeneously fresh or saline, and estuarine systems with fresh/salt water induced density gradients. Case studies and detailed design studies yielded large reductions in siltation rates of many tens of percents for all harbor basins located in flowing water systems, using a variety of siltation-reducing techniques. These reductions were attained by reducing the exchange flow rates between the harbor and ambient water, and by reducing the sediment concentration of the water entering the basin. In the case of stagnant water systems with very fine, mainly organic matter, a reduction in exchange flow rate cannot be successful, and a reduction in siltation rates can only be achieved through the prevention of dead water zones in the harbor basins. The methodology developed is cost efficient and therefore applicable for large commercial ports as well as small marinas.
    • Download: (552.9Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Reducing Harbor Siltation. I: Methodology

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/41581
    Collections
    • Journal of Waterway, Port, Coastal, and Ocean Engineering

    Show full item record

    contributor authorJ. C. Winterwerp
    date accessioned2017-05-08T21:10:36Z
    date available2017-05-08T21:10:36Z
    date copyrightNovember 2005
    date issued2005
    identifier other%28asce%290733-950x%282005%29131%3A6%28258%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41581
    description abstractThis paper describes a decade of research on siltation-reducing measures for harbor basins and the methodology and measuring techniques developed. A classification of harbor systems is made on the basis of siltation mechanisms, i.e. horizontal entrainment by mixing layers, tidal filling, and density currents. This classification distinguishes between harbors in various environments, i.e. stagnant water systems such as shallow lakes, where wind-induced currents prevail, riverine systems, tidal systems, either homogeneously fresh or saline, and estuarine systems with fresh/salt water induced density gradients. Case studies and detailed design studies yielded large reductions in siltation rates of many tens of percents for all harbor basins located in flowing water systems, using a variety of siltation-reducing techniques. These reductions were attained by reducing the exchange flow rates between the harbor and ambient water, and by reducing the sediment concentration of the water entering the basin. In the case of stagnant water systems with very fine, mainly organic matter, a reduction in exchange flow rate cannot be successful, and a reduction in siltation rates can only be achieved through the prevention of dead water zones in the harbor basins. The methodology developed is cost efficient and therefore applicable for large commercial ports as well as small marinas.
    publisherAmerican Society of Civil Engineers
    titleReducing Harbor Siltation. I: Methodology
    typeJournal Paper
    journal volume131
    journal issue6
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(2005)131:6(258)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2005:;Volume ( 131 ):;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