An Experimental Study on Wave Field of Wavy-type Submerged Structures

碩士 === 國立臺灣海洋大學 === 河海工程學系 === 92 === In this study, a series of hydraulic model tests of wavy-type submerged structure, wavy-plate and wavy-dike with cosine and sine shapes, was carried out in a large wave flume with regular and irregular waves. The wave field around the structure alone, and the st...

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Main Authors: Shin-Chi Chen, 陳世杞
Other Authors: Ching-Yun Yueh
Format: Others
Language:zh-TW
Published: 2004
Online Access:http://ndltd.ncl.edu.tw/handle/54771643922028511918
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spelling ndltd-TW-092NTOU51920082016-06-01T04:21:57Z http://ndltd.ncl.edu.tw/handle/54771643922028511918 An Experimental Study on Wave Field of Wavy-type Submerged Structures 浪形沒水結構物之波場試驗研究 Shin-Chi Chen 陳世杞 碩士 國立臺灣海洋大學 河海工程學系 92 In this study, a series of hydraulic model tests of wavy-type submerged structure, wavy-plate and wavy-dike with cosine and sine shapes, was carried out in a large wave flume with regular and irregular waves. The wave field around the structure alone, and the structure allocated in front of a vertical breakwater was investigated. The optimal submerged depth and location was tested. Reflection and transmission coefficients, wave pressures and wave forces acting on the vertical wall was measured and analyzed. Also, the wave pressures acting on the submerged wavy-plate was investigated. The results show that, in all cases, the reflection coefficients become larger as submerged water depth become shallower. The wavy-dike with sine-type can reflect more wave energy than wavy-plate with sine-type. However, the cosine-type structure can reduce more wave force acting on vertical wall, and the wavy-dike is better than wavy-plate. Due to the complicate wave field in adjacent to the vertical wall and submerged structure, smallest wave force on vertical wall is not occur at the largest reflection coefficient case. Ching-Yun Yueh 岳景雲 2004 學位論文 ; thesis 163 zh-TW
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language zh-TW
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description 碩士 === 國立臺灣海洋大學 === 河海工程學系 === 92 === In this study, a series of hydraulic model tests of wavy-type submerged structure, wavy-plate and wavy-dike with cosine and sine shapes, was carried out in a large wave flume with regular and irregular waves. The wave field around the structure alone, and the structure allocated in front of a vertical breakwater was investigated. The optimal submerged depth and location was tested. Reflection and transmission coefficients, wave pressures and wave forces acting on the vertical wall was measured and analyzed. Also, the wave pressures acting on the submerged wavy-plate was investigated. The results show that, in all cases, the reflection coefficients become larger as submerged water depth become shallower. The wavy-dike with sine-type can reflect more wave energy than wavy-plate with sine-type. However, the cosine-type structure can reduce more wave force acting on vertical wall, and the wavy-dike is better than wavy-plate. Due to the complicate wave field in adjacent to the vertical wall and submerged structure, smallest wave force on vertical wall is not occur at the largest reflection coefficient case.
author2 Ching-Yun Yueh
author_facet Ching-Yun Yueh
Shin-Chi Chen
陳世杞
author Shin-Chi Chen
陳世杞
spellingShingle Shin-Chi Chen
陳世杞
An Experimental Study on Wave Field of Wavy-type Submerged Structures
author_sort Shin-Chi Chen
title An Experimental Study on Wave Field of Wavy-type Submerged Structures
title_short An Experimental Study on Wave Field of Wavy-type Submerged Structures
title_full An Experimental Study on Wave Field of Wavy-type Submerged Structures
title_fullStr An Experimental Study on Wave Field of Wavy-type Submerged Structures
title_full_unstemmed An Experimental Study on Wave Field of Wavy-type Submerged Structures
title_sort experimental study on wave field of wavy-type submerged structures
publishDate 2004
url http://ndltd.ncl.edu.tw/handle/54771643922028511918
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