# 臺灣博碩士論文加值系統

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 本文主要是以有限差分法所建立之二維數值計算模式，分析在造波板的運動下，黏性波浪受潛堤或浮式防波堤等影響下，波浪消散情形之反應分析。模式中亦考慮完全非線性(fully nonlinear)效應的影響，最後據以完整的實例分析，分析結構物的消波作用。
 A time-independent finite difference method is used to study the nonlinear viscous waves passing through submerged and floating breakwaters. The fully nonlinear kinematic free surface conditions and dynamic conditions are considered in the analysis. The surface tension effect is expected to be small and is neglected in the study. The numerical scheme is firstly validated by reported numerical results. The numerical results are then reported for various dimensions (depth and length) of breakwaters. The effects of floating and submerged breakwaters on wave reductions are, then, concluded:
 論文口試委員審定書中文摘要 i英文摘要 ii目錄 iii圖目錄 v符號說明 viii第一章 概論 1-1 1.1 研究背景與目的 1-11.2 文獻回顧 1-21.3 本文內容 1-4第二章 數學模式 2-12.1 基本假設 2-22.2 問題描述 2-32.3 控制方程式 2-32.4 邊界條件 2-4 2.4.1 造波板邊界條件 2-4 2.4.2 自由液面邊界條件 2-5 2.4.3 底床邊界條件 2-6 2.4.4 下游邊界條件 2-6 2.4.5 結構物邊界條件 2-72.5 座標轉換 2-102.6 無因次化控制方程式 2-14第三章 數值計算模式 3-13.1 控制方程式之離散化 3-13.2 數值計算流程 3-63.3 穩定分析 3-8第四章 結果與討論 4-14.1 模式驗證 4-14.2 潛堤防波堤 4-1 4.2.1 不同長度潛堤 4-2 4.2.2 不同沒水深潛堤 4-2 4.2.3 不同週期造波板 4-34.4 浮式防波堤 4-3 4.3.1 不同沒水深之浮堤 4-4 4.3.2 不同長度之浮堤 4-4 4.3.3 不同週期造波板 4-4第五章 結論與建議 5-1 5.1 結論 5-1 5.2 建議 5-2參考文獻 R-1
 1.Black, J. L. and Mei, C. C., “Scattering of surface waves by rectangular obstacles in water of finite depth”, J. Fluid Mechanics, Vol. 38, pp. 499~511, 1969.2.Chen, B. F., “Nonlinear hydrodynamic pressure by earthquake on dam faces with arbitrary reservoir shapes”, J. Hyd. Res., 32(3), pp. 401~413, 19943.Chen, B. F., “3D nonlinear hydrodynamic analysis of a vertical cylinder during earthquake, I: Rigid motion ”, J. Engineering Mechanics, 123(5), pp. 458~465, 19974.Chen, B. F., and Huang, C. F. “Nonlinear hydrodynamic pressures generated by a Moving high-rise offshore cylinder ”, Ocean Engineering , 24(3), pp. 201~216, 19975.Chen, B. F., Y. S, Yuan and J. F. Lee “Three dimensional nonlinear hydrodynamic pressures by earthquake on dam faces with arbitrary reservoir shapes ”,J. Hydraulic Research , 37(2), pp. 163~188, 19996.Chen, B. F., “Viscous free surface effect on coastal embankment hydrodynamic”, Ocean Engineering, 26, pp. 47~65, 19997. Chen, B. F., and Chiang ,H-W “Complete 2D and fully nonlinear analysis of ideal fluid in tanks”, J. Engineering Mechanics, 125(1), pp. 70~78, 19998.Chen, B. F., and Chiang ,H-W “Complete 2D and fully nonlinear analysis of sea-wave induced fully nonlinear sloshing fluid in a rigid floating tank”, Ocean Engineering, 27, pp.953~977, 20009.江學文, “油槽內流體之非線性擺盪分析”,國立中山大學海洋環境學系碩士班碩士論文,1997.10.Hoffmann, K. A., and Chiang, S. T. “Computational fluid dynamics for engineering volume I ”, A Publication of Engng. Education System,1993.11.Huang, E. T. and Hwang, Y. L., “Second order approximation of wave-structure couplings”, Ocean Engng., Vol. 22, No. 1, pp. 49~64, 199512.Hus, H. H. and Wu, Y.-C., “The hydrodynamic coefficients for an oscillating rectangular structure on a free surface with side wall”, Ocean Engng., Vol. 24, No. 2, pp. 177~199, 1997.13.Lee, C. P. and Lee J. F., “wave induced surge motion of a tension leg structure”, Ocean Engng., Vol. 20, No. 20, pp. 171~186, 1993.14.Lee, C. P., “Dragged surge motion of a tension leg structure”, Ocean Engng., Vol. 21, No. 3, pp. 311~328, 1994.15.Lee, H. H., Wang, P. W. and Lee, C. P., “Dragged surge motion of tension leg platforms and strained elastic tethers”, Ocean Engng., Vol. 26, No. 2, pp. 575~594, 1999.16.Lee, J, F., “On the heave radiation of rectangular structure”, Ocean Engng., Vol. 22, No. 1, pp. 19~34, 1995.17.Mei, C. C., “Numerical methods in water waves diffraction and radiation”, Annual Review of Fluid Mechanics 10, pp393~416,1978.18.Mei, C.C., The Applied Dynamics of Ocean Surface, Wiley, New York, 1983.19.Sarpkaya, T. and Isaacson, M., Mechanics of Wave Forces On offshore structures, Van Norstrand Reinhold, New York, 1981.20.Soylemez, M., “Non-linear restoring forces of an offshore platform”, Ocean Engng., Vol. 25, No. 2-3, pp. 105~118, 1998.21.董志明, “底床變化對非線性波浪變形的影響”,國立成功大學水利及海洋工程研究所碩士論文,1995.22.陳沛宏, “完全非線性波浪通潛堤與浮防波堤之數值研究”,國立中山大學海洋環境及工程學系碩士論文,200123.林志煌, “浮體結構物運動模式及消波特性之研究”,國立中山大學海洋環境及工程學系碩士論文,2003
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 1 浮體結構物運動模式及消波特性之研究 2 油槽內流體之非線性擺盪分析 3 完全非線性波浪通過潛堤與浮式防波堤之數值研究 4 底床變化對非線性波浪變形的影響 5 波浪作用下浮式水槽的動態反應 6 孤立波經固定式浮體之數值模式傳遞分析 7 非線性波浪與消波結構物間的互制作用 8 離岸堤在箱網養殖上之應用

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 1 完全非線性波浪通過潛堤與浮式防波堤之數值研究 2 非線性波浪與消波結構物間的互制作用 3 烏石漁港離岸防波堤效能之探討 4 越波時深水防波堤波壓公式之研究 5 離岸多孔隙結構物消波特性之實驗研究 6 複合式防波堤反射特性之研究 7 規則波作用下直立式防波堤動態行為試驗研究 8 不規則波作用下直立式防波堤動態行為試驗研究 9 防波堤不規則波越波量、反射率及波壓之研究 10 浮體結構物運動模式及消波特性之研究 11 孤立波經直立壁防波堤繞射反射波場分析 12 傾斜式管孔透水性防波堤消能特性之研究 13 越波式消能結構物之研究 14 波浪通過斜坡上沒水矩形潛堤之斷面試驗研究 15 管孔透水性防波堤對不規則波浪消能特性之研究

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