Passive Restraint System for Floating Docks with Large Water-Level ExcursionsSource: Practice Periodical on Structural Design and Construction:;2010:;Volume ( 015 ):;issue: 004Author:James F. Wilson
DOI: 10.1061/(ASCE)SC.1943-5576.0000059Publisher: 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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| contributor author | James F. Wilson | |
| date accessioned | 2017-05-08T21:58:16Z | |
| date available | 2017-05-08T21:58:16Z | |
| date copyright | November 2010 | |
| date issued | 2010 | |
| identifier other | %28asce%29sc%2E1943-5576%2E0000106.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/67752 | |
| description 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. | |
| publisher | American Society of Civil Engineers | |
| title | Passive Restraint System for Floating Docks with Large Water-Level Excursions | |
| type | Journal Paper | |
| journal volume | 15 | |
| journal issue | 4 | |
| journal title | Practice Periodical on Structural Design and Construction | |
| identifier doi | 10.1061/(ASCE)SC.1943-5576.0000059 | |
| tree | Practice Periodical on Structural Design and Construction:;2010:;Volume ( 015 ):;issue: 004 | |
| contenttype | Fulltext |