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    Passive Restraint System for Floating Docks with Large Water-Level Excursions

    Source: Practice Periodical on Structural Design and Construction:;2010:;Volume ( 015 ):;issue: 004
    Author:
    James F. Wilson
    DOI: 10.1061/(ASCE)SC.1943-5576.0000059
    Publisher: American Society of Civil Engineers
    Abstract: Anchorage of a recreational two unit floating dock, a gangway-deck configuration, is achieved using a combination of a fixed pile and fixed-length mooring lines. Attached to the floating gangway is a guide that rides along the pile during fluctuations in water level. For a 15.2-m (50-ft) gangway and a pile inclined toward shore at a critical angle of 10.55° with the vertical direction, two symmetrically placed shore-anchored mooring lines attached to the deck corners and diverging at 45° remain at nearly constant length during extreme water-level excursions. Experiments employing a scale model of such a design, together with the observed behavior of a recently installed prototype system in a flood control reservoir, serve to validate the practicality of this passive restraint system for inland water applications.
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      Passive Restraint System for Floating Docks with Large Water-Level Excursions

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    contributor authorJames F. Wilson
    date accessioned2017-05-08T21:58:16Z
    date available2017-05-08T21:58:16Z
    date copyrightNovember 2010
    date issued2010
    identifier other%28asce%29sc%2E1943-5576%2E0000106.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/67752
    description abstractAnchorage of a recreational two unit floating dock, a gangway-deck configuration, is achieved using a combination of a fixed pile and fixed-length mooring lines. Attached to the floating gangway is a guide that rides along the pile during fluctuations in water level. For a 15.2-m (50-ft) gangway and a pile inclined toward shore at a critical angle of 10.55° with the vertical direction, two symmetrically placed shore-anchored mooring lines attached to the deck corners and diverging at 45° remain at nearly constant length during extreme water-level excursions. Experiments employing a scale model of such a design, together with the observed behavior of a recently installed prototype system in a flood control reservoir, serve to validate the practicality of this passive restraint system for inland water applications.
    publisherAmerican Society of Civil Engineers
    titlePassive Restraint System for Floating Docks with Large Water-Level Excursions
    typeJournal Paper
    journal volume15
    journal issue4
    journal titlePractice Periodical on Structural Design and Construction
    identifier doi10.1061/(ASCE)SC.1943-5576.0000059
    treePractice Periodical on Structural Design and Construction:;2010:;Volume ( 015 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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