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Please use this identifier to cite or link to this item: http://ntour.ntou.edu.tw:8080/ir/handle/987654321/24017

Title: 長波抗浪型消能式碼頭之研究
The Resistant Long-wave Type Quay with Water Wave Energy Dissipation Structure
Authors: 李建鴻;林炤圭;翁文凱;楊國誠
Chien-Hung Li;Jaw-Guei;Lin Wing-kai;Weng Kuo-Cheng Yang
Contributors: NTOU:Department of Mechanical and Mechatronic Engineering
Keywords: Long Period Wave;Energy Dissipation Structure;Quay
Date: 2010-11
Issue Date: 2011-10-20T08:09:24Z
Publisher: 第32屆海洋工程研討會
the 32nd Ocean Engineering Conference
Abstract: Abstract:In this study, Discussion on the subject was the reciprocal effect of long period wave and wave
energy dissipating quay structure. The major goal is, by using the hydraulic model test, to develop the
suitable new wave dissipation structure. To understand the hydro-motion when the wave acting on the
structure. The dissipating ability has been analysis by the reflection coefficient. Test models
constitute by the slope, wave dissipating space and porous space. The model scale is considered as
1/36. We fixed wave height (H=5 cm) and long period wave (T=3.0 sec~8.0 sec) act on the structure,
and the porous space uses the same gravel as porosity. To discuss the effect, the test model changing
the internal slope and distance of wave dissipating space ratio. As the result, the experiment
demonstrate the best wave dissipating effect when fixed distance of wave dissipating space ratio is the
test model with slope 1/8 and fixed slope is the distance of wave dissipating space ratio with D3.
Finally discovery the best of all experiment is the test model with internal slope 1/8 and wave
dissipating space ratio D3. The study can provide useful data forthe future design quay structure.
Relation: P.279-P.284
URI: http://ntour.ntou.edu.tw/handle/987654321/24017
Appears in Collections:[機械與機電工程學系] 期刊論文

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