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研究生: 林宇銜
Lin, Yue-Hsien
論文名稱: 孔隙斜坡底床反射波之實驗研究
Experimental Study of Reflected Waves on Inclined porous bed
指導教授: 黃煌煇
Hwuang, H.H.
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: 2003
畢業學年度: 91
語文別: 中文
論文頁數: 42
中文關鍵詞: 反射孔隙
外文關鍵詞: reflected, porous
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  • 本文旨在探討波浪通過光滑斜面與不同材質之孔隙斜坡底床後波浪反射率之變化。孔隙斜坡底床建立於成大水工試驗所雷射實驗室小型斷面水槽之斜坡底床上,在585組規則波試驗當中,主要可將模型條件區分為鋪設全段斜坡底床與僅鋪設碎波帶底床兩種型態,分別探討波浪經過孔隙斜坡底床後之變化特性及波浪反射率並探討坡度、孔隙結構物材質、入射波高與孔隙材料厚度比值及非線性強弱對反射率的影響。
    實驗結果顯示不同材質之孔隙底床對於波浪減衰的影響,孔隙率越高者消波性能越佳,而坡度對反射率的影響在非線性越強時,孔隙率越大者坡度的影響越小。再者,入射波高和孔隙材料厚度比值的改變會影響孔隙斜坡底床反射率的分佈;在無孔隙結構物被覆的光滑斜面,入射波振幅對於波浪反射的影響更是顯著。最後,由波高、水深、波長等因子結合成之無因次參數 與反射率 的分佈曲線可得知孔隙結構物對於長波的波浪場消波效果最為顯著。

    The purpose of this study is to investigate wave reflections on smooth and varied porous inclined beds in a wave flume of Tainan Hydraulics Laboratory. Among the 585 tests, it was mainly categorized into two groups, which were those covered the entire inclined beds and those porous beds only covered the surf-zone region. The characteristics and reflection coefficients of waves propagate on porous beds of varied slopes, constructed material, porosities, the ratio of incident wave heights to thickness of constructed material and nonlineality were investigated..
    Experimental results show that wave dissipation is influenced by porous inclined beds of varied material. The presented results also show that the larger the porosity is, the more wave energy would be dissipated. While nonlineality increases, the porosity increases with an decrease in influences of slope. Moreover, the ratio of incident wave heights to thickness of constructed material will influence the distribution of reflection coefficients on the porous inclined beds. The wave reflection influenced by incident wave height reveals more obviously on smooth beds. Finally, the distribution graghs of Ur combined with Hi、d、L and Cr yield that the wave dissipation of porous structure reveals more obviously subject to long waves.

    中文摘要 I 英文摘要 II 謝誌 IV 目 錄 V 圖目錄 VI 表目錄 VIII 符號說明 IX 第一章 緒論 1 1.1 研究動機 1 1.2 文獻回顧 3 1.3 本文組織 7 第二章 實驗設計及方法 8 2.1 因次分析 8 2.2 實驗設備 10 2.3 實驗條件 12 2.4 資料分析 14 2.5 實驗佈置 17 2.6 實驗步驟 19 第三章 實驗結果與討論 21 3.1 孔隙斜坡底床試驗結果之比較 21 3.2 碎波帶鋪設孔隙斜坡底床試驗結果之比較 34 第四章 結論與建議 38 4.1 結論 38 4.2 建議 39 參考文獻 40

    1. 涂盛文、劉正琪、許文鴻,「斜坡堤反射波之研究」,中華民國第19屆海洋工程研討會論文集,1997,P.150-156
    2. 涂盛文、程偉傑、劉正琪,「利用孔隙護坦減低海堤溯上高之研究」,中華民國第24屆海洋工程研討會論文集,2002,P.229-235
    3. 凃盛文,郭仲仁,「有限厚度孔隙牆消波特性之研究」,中華民國第12屆海洋工程研討會論文集,1990,P.544-557
    4. 劉千,「非線性波通過潛堤之倍頻能量演變」,成功大學水利及海洋工程研究所碩士論文,2000。
    5. 邱乾忠,凃盛文,「多層透水堤消波特性之研究」,成功大學水利及海洋工程研究所碩士論文,1998。
    6. 林建宏,「最佳入反射波分離法及堤面反射率之研究」,成功大學水利及海洋工程研究所碩士論文,1998。
    7. 凃盛允,「波浪通過潛堤透過率之研究」,成功大學水利及海洋工程研究所碩士論文,2002。
    8. 藍元志,「波浪與可透水彈性體互相作用之分析」,成功大學水利及海洋工程研究所博士論文,2000。
    9. Batjes,J.A.,”Surf similarity “,Proc. 14th Coastal Eng. Conf., pp.466~480,1974
    10. Davies, B. L., D. L. Kriebel., “Model testing of wave transmission past low-crested breakwaters”, Proc. 23th Coastal Eng. Conf., pp. 1115-1128
    11. Goda,Y. and Suzuki, Y. ,“Estimation of incident and reflected wave experiments”, Proc. 15th Int. Conf. on Coastal Eng.,1976, ASCE,P.828-845
    12. Isaacson, M. “Measurement of regular wave reflected”, J. Waterways, Port, Coastal and Ocean Eng. ASCE , Vol. 117, No. 6. pp. 553~569,1991.
    13. Kondo, K., (1970). “An analytic approach to wave transmission through permeable structures ”, Coastal and Ocean Eng. In Japen, Vol. 13, pp. 31~42.
    14. Mansard, E.P.D. and Funk, E.R., “The measurement of incident and reflected spectral using a least squares method”, Proc. 17th Coastal Eng. Conf., pp. 154-172 , 1980.
    15. Miche, R., “Le pouroir reflechissant des ouvrages maritimes exposes a laction de la houle”, Ann. Des Ponts et chausses. 121e Annee, pp. 285~319, 1951.
    16. Nobuo Shuto, (1974). “Nonlinear long waves in a channel of variable section”, Coastal and Ocean Eng. In Japen, Vol. 17, pp. 1~12.
    17. Petti, M., P. Ruol, (1992) “Laboratory tests on the interaction between nonlinear long waves and submerged breakwaters” Proc. 23th Coastal Eng. Conf., pp. 792-803.
    18. Seelig, W. N. and Ahrens, J. P., “Estimation of wave reflection and energy dissipation coefficients for beachs , revetments and breakwater”, TP81-1, CERC, U. S., Feb. 1981.
    19. Toyoshima, O.,(1988) “Gentle slope seawalls covered with armour units” Proc. 21th Coastal Eng. Conf., pp. 1982-1996.
    20. W. Sulisz, (1985). “Wave reflection and transmission at permeable breakwaters of arbitrary cross-section”, Coastal and Ocean Eng. 9 (1985) pp. 371-386.

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