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研究生: 許雄昂
Hsu, Hsiung-Ang
論文名稱: 孤立波通過長方形潛沒板之流場特性研究
Experimental Study of Solitary Wave passing Rectangular Barrier
指導教授: 黃煌煇
Huang, Huang-Hui
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: 2011
畢業學年度: 99
語文別: 中文
論文頁數: 57
中文關鍵詞: 孤立波質點影像測速儀潛堤
外文關鍵詞: Solitary wave, PIV, Submerged
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  • 本實驗研究孤立波在波浪水槽傳遞,而在矩形結構物後方產生漩渦之情形。在本文中,結構物的寬深比w/d= 0.2。結構物安裝在水槽底部時水深為18公分,結構物安裝在水中央時水深為14公分,流場進行了粒子示踪技術。本試驗顯明當海嘯襲擊屏障物時,將有漩渦形成於結構物的背後,且隨後二次漩渦將形成在接近底部及其附近的自由液面。漩渦彼此相互作用,相互混合後更合併一體。為了更深入地探究這現象,研究者使用能以PIV展示速度變化的水槽,以表現漩渦的平均速度場和渦場,再進行定性和深入討論。

    This study was about solitary wave which resulted vortex behind the rectangular structure when it passed in the flume. The aspect ratio (w/d) of two structures was 0.2. When still water depth was 18 cm, the structure was installed in the middle of the water. When still water depth was 14 cm, the structure was installed in the bottom. Furthemore, the flow field was observed by a particle tracing technique. This experimant shows that a vortex would come out behind the obstacles when a tsunami hit the barrier. Also, the second vortex would show up near the bottom and the surface. Those vortexes afterwards would interact with each other, mixed and merged together. Resercher adopted the water tank with PIV which can reveal the speed variations to survey these phenomena more deeply, and then investigated and qualitative the mean velocity fields and the vorticity fields of the evolution of vortex.

    目錄 1. 第一章 緒論 11 1.1 研究動機與目的 11 1.2 文獻回顧 11 1.3 論文架構 13 2. 第二章 實驗儀器與佈置 15 2.1 實驗設備 15 2.1.1 水槽與造波機 15 2.1.2 結構物 18 2.1.3 脈衝雷射 20 2.1.4 波高計 23 2.2 資料擷取及觸發系統(DAQ system) 25 2.3 實驗佈置 27 2.4 實驗條件 28 2.5 試驗步驟 29 3. 第三章 實驗方法與影像處理 31 3.1 PIV系統 31 3.1.1 影像品質 31 3.1.2 PIV量測原理 32 3.1.3 mPIV 37 3.2 向量後處理 37 3.2.1 中值遮罩 38 3.2.2 向量內插 38 3.3 影像處理 38 4. 第四章 結果與討論 40 4.1 流場可視化 40 4.2 流場和渦場 48 5. 第五章 結論 54 5.1 結論 54 5.2 建議 54 6. 參考文獻 55

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    2. Chang, K.A., T.J. Hsu and P.L.F. Liu, 2001. Vortex generation and evolution in water waves propagating over a submerged rectangular obstacle Part I. Solitary waves. Coast. Eng., 44(1), 13-36.

    3. Cooker M. J., D. H. Peregrine and J. W. Dold, 1990. The interaction between a solitary wave and a submerged semicircular cylinder, J. Fluid Mech. , vol. 215, 1–22.

    4. Grilli S. T., M. A. Losada and F. Martin, 1994, Characteristics of solitary wave breaking induced by breakwaters, Journal of Waterway, Port, Coastal and Ocean Engineering. Vol. 20, No. 1, pp. 74-92.

    5. Goring, D.G., 1987. Tsunami: the propagation of long waves on a shelf, M. Keck. Laboratory of hydraulics and water resources. California Institute of Technology, Pasadena, CA.

    6. Lin, C., T.C. Ho, S.C. Chang, S.C. Hsieh and Chang, K.A., 2005. Vortex shedding induced by a solitary wave propagating over a submerged vertical plate. Int. J. Heat Fluid Flow, 26, 894-904.

    7. Lin, C., S.C. Chang, T.C. Ho and K.A. Chang, 2006. Laboratory observation of solitary wave propagating over a submerged rectangular dike. J. Eng. Mech.-ASCE, 132(5), 545-554.

    8. Lowery K. and S. Liapis, 1999, ‘Free-surface flow over a semicircular obstruction’, Int. J. Numer. Meth. Fluids ,30, pp. 43–63.

    9. Okajima A., T. Matsumoto and S. Kimura, 2000. Flow characteristics of a rectangular cylinder with a crosssection of various width/height ratios submerged in oscillatory flows, JSME International Journal, Serial B, vol. 43, No. 3, 329-338.

    10. Raffel, M., Willert, C.E. and Kompenhans, J., 1998. Particle image velocimetry. Springer.

    11. Ting, F. C. K., and Y.-K. Kim, 1994. “Vortex generation in water waves propagation over a submerged obstacle.”Coastal Eng., 24, 23–49.

    12. Westerweel, J. and Scarano, F., 2005. Universal outlier detection for PIV data. Exp. Fluids, 39, 1096-1100.

    13. 許文陽”溢波碎波帶內部流場研究”國立成功大學水利及海洋工程所, 碩士論文, 2006

    14. 蕭宇霆 “孤立波通過海堤結構物動力互制試驗研究”國立成功大學水利及海洋工程所, 碩士論文, 2010

    15. 張振楨”DIP、PIV及BIV 應用於複合式平台之碎波流場特性研究”國立成功大學水利及海洋工程所, 碩士論文, 2010

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