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博碩士論文 etd-0126111-141632 詳細資訊
Title page for etd-0126111-141632
論文名稱
Title
浮筏式蚵架於不規則波浪場受力分析
Dynamic analysis of irregular waves acting on a floating raft system for oyster aquaculture
系所名稱
Department
畢業學年期
Year, semester
語文別
Language
學位類別
Degree
頁數
Number of pages
121
研究生
Author
指導教授
Advisor
召集委員
Convenor
口試委員
Advisory Committee
口試日期
Date of Exam
2010-12-21
繳交日期
Date of Submission
2011-01-26
關鍵字
Keywords
浮筏式蚵架、質量集結點法、頻率分析、纜繩張力、時序列
lumped mass method, oyster raft system, spectrum analysis, mooring tension
統計
Statistics
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中文摘要
台灣牡蠣養殖方式可分為插桿式、棚架平掛式,外海浮筏式、浮筒延繩式,浮筏式蚵架牡蠣養殖,本研究主要探討浮筏式蚵架遭受環境外力之動力分析。
根據水工模型試驗結果,得知流速經過結構物產生阻滯現象致使流速會持續遞減,但經過前面二個浮桿後流速呈現穩定狀態而不會再遞減,根據這個現象我們整理出遮蔽係數,帶入數值模式,探討浮筏式蚵架遭受不規則波流場作用下其纜繩張力反應,以質量集結點法(Lumped mass method)建立數值模式,採用Morison經驗公式為計算桿件受力之依據,應用牛頓定律建立運動方程式,再藉由4階的Runge-Kutta 法求解運動方程式,並以水工模型試驗加以驗證;研究結果顯示纜繩張力之時序列與頻率分析,數值模擬與水工模型試驗呈現良好之趨勢性。本研究成果可推廣至實際浮筏式蚵架養殖工程,提供養殖業者相關施作之參考依據。
Abstract
There are four types of oyster aquaculture such as oyster plug rod, horizontal hanging scaffold, pontoon-style longline, and floating raft system. This study is to investigate the mooring tension of an oyster floating raft system under environmental loadings.
According to the hydrodynamic experimental test, the horizontal fluid velocity has a retarded phenomenon when encountering the front part of structure, and then gradually reduces to a stable situation after the second floating rod. The phenomenon is identified as shielding effect for the raft system and has been used as a shielding coefficient to modify the fluid velocity in the computation program. The dynamic analysis of floating raft system under random wave interaction is investigated numerically and experimentally. The lumped mass method is applied to divide the structure into many nodes and elements. A modified Morison equation dealing with moving structure components is used to calculate the environmental forces on the elements. Further, the forces on elements are divided equally into neighboring nodes to form the equation of motion based on Newton’s second law. Finally, the 4th-order Runge-Kutta (RK4) method is used as a time marching scheme to predict the displacement and velocity of nodes for the next time step. The results of time series and spectrum analysis of mooring tension show good agreement between numerical predictions and experimental data. This paper has further expanded to predict the field oyster raft system in an open sea, and offers some useful information to the oyster farmers in terms of improving the structure safety.
目次 Table of Contents
目錄
摘要................................................................................................................................ i
Abstract .......................................................................................................................... ii
目錄............................................................................................................................... iv
表目錄.......................................................................................................................... vii
圖目錄........................................................................................................................ viii
符號對照表................................................................................................................... xi
第一章緒論.................................................................................................................. 1
1.1 前言...................................................................................................................... 1
1.2 文獻回顧.............................................................................................................. 2
1.3 研究目的.............................................................................................................. 3
1.4 文章架構.............................................................................................................. 4
第二章浮筏式蚵架及基本理論.................................................................................. 5
2.1 浮筏式蚵架結構介紹......................................................................................... 6
2.1.1 蚵架系統...................................................................................................... 8
2.1.2 錨碇系統...................................................................................................... 9
2.1.3 牡蠣串........................................................................................................ 10
2.1.4 保麗龍塊.................................................................................................... 10
2.2 波流場的基本假設............................................................................................ 11
2.3 蚵架構件受力分析............................................................................................ 14
2.3.1 浮力............................................................................................................ 14
2.3.2 張力............................................................................................................ 14
2.3.3 重力............................................................................................................ 15
2.3.4 流阻力與慣性力........................................................................................ 15
第三章數值模式........................................................................................................ 18
3.1 不規則波流場之描述........................................................................................ 18
3.2 質量集結點法概述............................................................................................ 19
3.3 Runge-Kutta method .......................................................................................... 20
3.4 構件受力情況與質量集結點之運動方程式.................................................... 20
3.5 數值流程圖........................................................................................................ 20
第四章水工模型實驗................................................................................................ 24
4.1 實驗目的............................................................................................................ 24
4.2 水工模型製作................................................................................................... 24
4.2.1 浮筏式蚵架模型......................................................................................... 24
4.2.2 仿牡蠣模型................................................................................................ 25
4.2.3 錨碇板........................................................................................................ 25
4.2.4 纜繩............................................................................................................. 26
4.3 實驗儀器設備................................................................................................... 27
4.4 遮蔽實驗布置................................................................................................... 35
4.4.1 遮蔽效應模型布置.................................................................................... 35
4.4.2 遮蔽效應實驗步驟..................................................................................... 36
4.5 模型縮尺............................................................................................................ 38
4.5.1 水工模型製作............................................................................................. 39
4.5.2 水工蚵架模型............................................................................................. 39
4.5.3 仿牡蠣模型................................................................................................. 40
4.6 縮尺實驗佈置.................................................................................................... 41
4.6.1 縮尺水工不規則波實驗佈置..................................................................... 41
4.6.2 縮尺蚵架實驗步驟..................................................................................... 41
4.6.3 牡蠣拖曳力係數之檢定............................................................................. 42
4.7 不規則波實驗設定條件.................................................................................... 42
4.8 不規則波流實驗分析方法................................................................................ 42
4.8.1 張力分析..................................................................................................... 42
第五章數值模式與水工模型實驗探討.................................................................... 44
5.1 數值模式與縮尺水工實驗值之比較................................................................ 44
5.2 數值模式現場實務應用.................................................................................... 57
5.2.1 數值條件設定............................................................................................. 57
5.3 遮蔽系數量測................................................................................................... 59
5.3.1 遮蔽效應實驗佈置..................................................................................... 59
5.3.2 遮蔽效應實驗結果..................................................................................... 61
5.4 數值合成波探討............................................................................................... 63
5.4.1 探討合成波影響......................................................................................... 63
5.4.2 不規則波外海條件驗證............................................................................. 65
5.5 規則波與不規則波入射角度探討.................................................................... 69
第六章結論與建議.................................................................................................... 73
參考文獻...................................................................................................................... 75
附錄A 纜繩材料尺寸資料表 ..................................................................................... 77
附錄B 纜繩破段強度試驗 ......................................................................................... 78
附錄C 質量慣性矩 ..................................................................................................... 79
附錄D 纜繩與蚵架牡蠣 ............................................................................................. 81
附錄E 剛體運動 ......................................................................................................... 94
參考文獻 References
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