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研究生: 紀智程
Chi, Chih-Cheng
論文名稱: 應用PIV探討波浪作用下底質始動條件
On the Study of Incipient Motion of Waves Using PIV Techniques
指導教授: 許泰文
Hsu, Tai-Wen
郭玉樹
Kuo, Yu-Shu
學位類別: 碩士
Master
系所名稱: 工學院 - 水利及海洋工程學系
Department of Hydraulic & Ocean Engineering
論文出版年: 2012
畢業學年度: 100
語文別: 中文
論文頁數: 57
中文關鍵詞: PIVDIP底床最大流速底床最大剪應力
外文關鍵詞: PIV, DIP, The maximum velocity of flow on the sea bed, The max shear force on the sea bed
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  • 往昔對於海床底質顆粒始動條件之相關研究大部份使用接觸式流速儀及肉眼觀測,為提高量測精度及試驗數據之品質,同時探討波浪作用下底質之始動機制,本研究應用高解析度質點影像測速儀(Partical Image Velocimetry,PIV)搭配數值影像處理(Digital Image Processing,DIP)於斷面水槽中進行砂質底床在波浪作用下之底床流速量測,進而對底質始動條件進行探討。
    本文量測結果顯示,以底床最大流速及底床最大剪應力推算砂質海床土壤被激發之摩擦角,發現此激發摩擦角不等於安息角,亦不等於內摩擦角。若以激發摩擦角或安息角計算海床土壤之剪力阻抗,發現其遠高於本研究試驗條件波浪造成之底床最大剪應力,除以肉眼觀察外,亦可搭配起動判斷式來判斷底床質是否起動。

    The past research most of the seabed particles initiating conditions use contact flow meter and the naked-eye observation, to improve the quality of the measurement accuracy and test data, At the same time explore the sediment under wave action, this thesis use Particle Image Velocimetry (PIV) and Digital Image Processing (DIP) to measure the velocity of flow on the sea bed under wave action , further it aims to investigate sediment transport。
    Based on the experimental results , use max velocity and max shear force on the sea bed to get the angle of excitation, it can be found to the angle of excitation is not equal to the angle of repose and internal friction; If it is using to calculate the shear force by the angle of excitation and repose, it can be found the shear force is much higher than the experimental values. In addition to use eyes, it can use the formula to determine the sand will move.

    中文摘要 I ABSTRACT II 致謝 III 目錄 IV 表目錄 VI 圖目錄 VII 符號說明 IX 第一章 緒論 1 1-1 研究動機與目的 1 1-2 前人研究 2 1-3 本研究組織 5 第二章 試驗設備與佈置 6 2-1 試驗水槽及造波設備 6 2-2 試驗模型 7 2-3 波浪監測儀器 8 2-4 PIV量測系統 9 2-4-1 CCD影像擷取系統(CCD camera) 9 2-4-2 同步控制系統(Synchronizer) 10 2-4-3 雷射系統(Laser) 10 2-5 濾鏡 11 第三章 試驗條件與試驗原理驗證 13 3-1試驗條件 13 3-2 PIV系統與量測原理 15 3-2-1 PIV系統 15 3-2-2 PIV量測原理 16 3-3 泥砂沉降速度驗證 22 3-4 底床水平最大流速驗證 28 第四章 數值影像處理 29 4-1 影像處理軟體-ImageJ 29 4-2 影像比例尺設定 29 4-3 影像二值化 30 4-4 水砂二相影像分離 31 第五章 結果與討論 35 5-1 波浪作用之底床剪應力 35 5-2 底床抗剪力 及激發摩擦角 44 5-3 底床質內摩擦角 45 5-4 底床質特性與侵蝕起動條件關係 48 第六章 結論與建議 51 6-1 結論 51 6-2 建議 51 參考文獻 53

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