English  |  正體中文  |  简体中文  |  Items with full text/Total items : 28588/40619
Visitors : 4198506      Online Users : 46
RC Version 4.0 © Powered By DSPACE, MIT. Enhanced by NTU Library IR team.
Scope Adv. Search

Please use this identifier to cite or link to this item: http://ntour.ntou.edu.tw:8080/ir/handle/987654321/24240

Title: 波浪通過單一浪形潛堤反射率之研究
Authors: 岳景雲;曹登皓;邱永芳
Contributors: NTOU:Department of Harbor and River Engineering
Keywords: 浪形潛堤;沙漣;布拉格共振
wavy-type submerged breakwater;sand ripples;Bragg resonance
Date: 2004-10-01
Issue Date: 2011-10-20T08:10:49Z
Publisher: 海洋工程學刊
Abstract: 摘要:本文利用波浪通過不透水矩形潛堤上方後會產生波長變短和消波減壓的特性,以及波浪通過海底底床沙漣(sand ripples)所產生的布拉格反射「Bragg reflection」,互相組合成堤頂有如波浪狀的浪形(wavy-type)潛堤來探討波浪反射率。數值計算方法是採用邊界元素法(BEM),解析規則波正向或斜向入射通過水中浪形潛堤後其反射率之大小。並利用斷面水槽進行水工模型試驗,在波浪正向入射時,改變浪形潛堤個數、堤高及無因次週波數,經由試驗結果顯示反射率值與數值方法所得到結果變化趨勢相當一致,利用本文數值模式可以得到精度不錯的結果。
abstract:In this study, the phenomena of submerged breakwater may deduct the passing wave lengths and energies, and sand ripple may cause the Bragg reflection were combined to form a submerged wavy-type breakwater. Numerical simulations with boundary element method and hydraulic model tests in a wave flume were employed to investigate its effectiveness by examining the reflection and transmission coefficients in different incident wave conditions. The results show that calculated reflection coefficient was found to agree with that found in experiments on non-breaking waves.
Relation: 4(1), pp.23-43
URI: http://ntour.ntou.edu.tw/handle/987654321/24240
Appears in Collections:[河海工程學系] 期刊論文

Files in This Item:

File Description SizeFormat

All items in NTOUR are protected by copyright, with all rights reserved.


著作權政策宣告: 本網站之內容為國立臺灣海洋大學所收錄之機構典藏,無償提供學術研究與公眾教育等公益性使用,請合理使用本網站之內容,以尊重著作權人之權益。
網站維護: 海大圖資處 圖書系統組
DSpace Software Copyright © 2002-2004  MIT &  Hewlett-Packard  /   Enhanced by   NTU Library IR team Copyright ©   - Feedback