A method of spatial array of offshore breakwaters for effective wave attenuation
A method of spatial array of offshore breakwaters for effective wave attenuation
批准号:
63550376
负责人:
NAKAMURA Takayuki
金额:
$1.02万
依托单位:
依托单位国家:
日本
项目类别:
Grant-in-Aid for General Scientific Research (C)
财政年份:
1988
资助国家:
日本
项目状态:
已结题
起止时间:
1988 至 1989
中文摘要
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英文摘要
(1)Study on numerical approaches on water wave problems around infinitely arrayed 3-D bodies. In order to clarify the spatial allocation of offshore breakwaters for effective attenuation of incoming waves to the shore, analytical procedures of wave interaction among infinitely arrayed offshore breakwaters were developed. Where the following three different approaches were derived, mainly depending upon the configuration of individual breakwater. a)Efficient and practical approach on water wave problems around a 3-D body with plane symmetries. b)Analysis on wave interactions among infinitely arrayed surface piercing structures. c)Analysis on wave interactions among infinitely arrayed 3-D bodies of arbitrary shape.(2)Effective ways for wave attenuation and wave directional change by an array of offshore breakwaters. Changing both the spatial allocations of breakwaters and configurations of individual breakwater, characteristics of wave transmission and reflection as well as wave directio … More nal change by infinitely arrayed offshore breakwater system were examined from both the analytical and experimental points of view. Where the analytical procedures developed before were adopted. The results obtained are summarized in the followings. a)Two dimensional wave diffraction effects are important when a wave length of incoming wave is smaller than the center-to-center distance of aligned breakwaters, because of emerging transverse waves around the breakwater system. In this case, directional characteristics of transmitted and reflected waves should be taken into consideration for assessing the wave attenuation effect. b)Attenuation effects by an array of offshore breakwaters are not significantly depending upon the spatial allocation ways, e.g. linear array and staggered array etc. but heavily depending upon opening ratio of arrayed breakwaters and the ratio of a wave length to a center-to-center distance of neighboring breakwaters. c)Effective wave attenuation may be possible by the use of an array of resonator-type breakwaters. Less
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中村孝幸: "共振装置を設けた堤体列による波浪の制御効果について" 土木学会海岸工学論文集. 36. 484-488 (1989)
Takayuki Nakamura:“论配备谐振装置的路堤阵列的波浪控制效果”,日本土木工程师学会会议记录,海岸工程学,36. 484-488 (1989)。
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通讯作者:
Takayuki Nakamura: "Analysis of wave height distribution and wave force around a finite array of offshore breakwaters." Proc. of Coastal Engineering in Japan, Vol.36, pp.479-483, 1989.
Takayuki Nakamura:“分析有限阵列的近海防波堤周围的波高分布和波浪力。”
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通讯作者:
中村孝幸: 土木学会海岸工学講演会論文集. 35. 712-716 (1988)
Takayuki Nakamura:日本土木工程师学会海岸工程会议记录,35. 712-716 (1988)。
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中村孝幸: "規則効列された3次元物体まわりの波浪境界値問題の検析法とその適用性" 土木学会海岸工学論文集. 37. (1990)
Takayuki Nakamura:“规则排列的三维物体周围的波浪边值问题的分析方法及其适用性”,日本土木工程师学会会议记录,海岸工程学报,37。(1990)。
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通讯作者:
Takayuki Nakamura: "Analysis on water wave problems around an infinite array of 3-D bodies of arbitrary shape." Proc. of Coastal Engineering in Japan, Vol.37, 1990.
Takayuki Nakamura:“对任意形状的 3D 物体无限阵列周围的水波问题的分析。”
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