Waves Interaction with Porous Structures

碩士 === 國立臺灣海洋大學 === 河海工程學系 === 96 === The reflection of normal incident waves by absorbing-type breakwaters is investigated in this paper. The breakwaters consist of a perforated plate, a porous caisson and an impermeable back wall. A 2-D BEM model is created to calculate the reflection coefficient...

Full description

Bibliographic Details
Main Authors: Hsuch-liang Chiu, 丘學良
Other Authors: Ching-Yun Yueh
Format: Others
Language:zh-TW
Published: 2008
Online Access:http://ndltd.ncl.edu.tw/handle/34156630372934862332
id ndltd-TW-096NTOU5192049
record_format oai_dc
spelling ndltd-TW-096NTOU51920492016-04-27T04:11:26Z http://ndltd.ncl.edu.tw/handle/34156630372934862332 Waves Interaction with Porous Structures 波浪通過透水結構物消波特性之研究 Hsuch-liang Chiu 丘學良 碩士 國立臺灣海洋大學 河海工程學系 96 The reflection of normal incident waves by absorbing-type breakwaters is investigated in this paper. The breakwaters consist of a perforated plate, a porous caisson and an impermeable back wall. A 2-D BEM model is created to calculate the reflection coefficient and wave force of water waves by several properties of the structures. From the numerical results, the wave dissipation effect of permeable structure was found as expected better than that of impermeable structure. The reflection coefficient value implies the performance of wave absorbers in this study. In the cases of horizontal impermeable plate, the larger distance between the perforated plate and water surface makes the larger reflection coefficient and wave force. In the cases of inclined impermeable plate, the reflection coefficient and wave force increased as inclined angle increased. When the inclined impermeable plate changes into curving one, the reflection coefficient and wave force are decreased more effectively. Ching-Yun Yueh 岳景雲 2008 學位論文 ; thesis 100 zh-TW
collection NDLTD
language zh-TW
format Others
sources NDLTD
description 碩士 === 國立臺灣海洋大學 === 河海工程學系 === 96 === The reflection of normal incident waves by absorbing-type breakwaters is investigated in this paper. The breakwaters consist of a perforated plate, a porous caisson and an impermeable back wall. A 2-D BEM model is created to calculate the reflection coefficient and wave force of water waves by several properties of the structures. From the numerical results, the wave dissipation effect of permeable structure was found as expected better than that of impermeable structure. The reflection coefficient value implies the performance of wave absorbers in this study. In the cases of horizontal impermeable plate, the larger distance between the perforated plate and water surface makes the larger reflection coefficient and wave force. In the cases of inclined impermeable plate, the reflection coefficient and wave force increased as inclined angle increased. When the inclined impermeable plate changes into curving one, the reflection coefficient and wave force are decreased more effectively.
author2 Ching-Yun Yueh
author_facet Ching-Yun Yueh
Hsuch-liang Chiu
丘學良
author Hsuch-liang Chiu
丘學良
spellingShingle Hsuch-liang Chiu
丘學良
Waves Interaction with Porous Structures
author_sort Hsuch-liang Chiu
title Waves Interaction with Porous Structures
title_short Waves Interaction with Porous Structures
title_full Waves Interaction with Porous Structures
title_fullStr Waves Interaction with Porous Structures
title_full_unstemmed Waves Interaction with Porous Structures
title_sort waves interaction with porous structures
publishDate 2008
url http://ndltd.ncl.edu.tw/handle/34156630372934862332
work_keys_str_mv AT hsuchliangchiu wavesinteractionwithporousstructures
AT qiūxuéliáng wavesinteractionwithporousstructures
AT hsuchliangchiu bōlàngtōngguòtòushuǐjiégòuwùxiāobōtèxìngzhīyánjiū
AT qiūxuéliáng bōlàngtōngguòtòushuǐjiégòuwùxiāobōtèxìngzhīyánjiū
_version_ 1718249412646404096