臺中港靜穩度水工試驗暨波浪數值水槽之初步探討I

李政達；林受勳；李俊穎；蔡立宏

港灣季刊

120期（2021 / 10 / 01）

23 - 32

繁體中文

本研究依據臺灣港務股份有限公司委託台灣世曦工程顧問股份有限公司「臺中港40年期主計畫」長程外廓堤增建設施規劃，以及蒐集臺中港地形水深資料，研究臺中港長程配置方案完成後，推估2年後之港區變化、港灣安全與水域穩定性之影響。配合臺中港長程配置方案進行水工模型詴驗與利用數值模式加以評估水工模型試驗之結果，掌握臺中港長程外廓堤增建設施完成後與鄰近港區之地形變化特性，探討港區未來保護與維護之建議，並初步探討波浪數值水槽之可行性。

1. Bradford, S.F.(2000).Numerical simulationof surf zone dynamics.J. Waterw. Port Coast. Ocean Eng.,126,1-13.
2. Christensen, E. D.,Deigaard, R.(2000).Large eddy simulation of breakingwaves.Coastal engineering,42(1),53-86.
3. Driscoll, A. M.,Dalrymple, R. A.,Grill, S. T.(1992).Harmonic generation a nd transmission past a submerged rec tangular obstacle.23rd Coastal Engi neering Congress
4. Hsu, T.W.,Hsieh, C.M.,Hwung, R.(2004).Using RANS to simulate vortex generation and dissipation around su bmerged breakwaters.Coastal Engineering,51(7),557-579.
5. Lemos, C. M.(1992).Wave Breaking overa Submerged Plate-A Numerical Study.Computer Modelling of Seas and Coastal Regions
6. Lin, P.,Liu, P. L. F.(1998).Turbulence Transport, Vorticity Dynamics Solute Mixing UnderPlunging Breaking Waves in Surf Zone.Journal of Geophysical Research,103,15677-15694.
7. Lin, P.,Liu, P. L. F.(1998).A Numerical Study of Breaking Waves in the Surf Zone.Journal of Fluid Mechanics,359,239-264.
8. Miyata, H.(1986).Finite-difference simulation of breaking waves.Journal of Computational Physics,65,179-214.
9. Ohyama, T.,Nadaoka, K.(1992).Modeling the transformation of nonlinear waves passing over a submerged dike.Proceedings of 23th International Coastal Engineering Conference,Venice:
10. Ohyama, T.,Nadaoka, K.(1994).Transformation of a nonlinear waves train passing over a submerged shelf without breaking.Coastal Engineering,24,1-12.
11. Ohyama, T.,Nadaoka, K.(1991).Development of a numerical wave tank for a nalysis of nonlinear and irregular wave field.Fluid Dynamics Research,8,231-251.
12. Peng, Y. F.,Hsieh, C. M.(2007).Studyon structured multi-block Cartesian grid method.Proceedings of 17th International Offshore and Polar Engineering Conference (EI),Lisbon, Portugal:
13. Rojanakamthorn, S.,Isobe, M.,Watanabe, A.(1990).Modeling of wave transformationon submerged breakwater.Proc. 22nd Coast., Eng. Conf.,Delft, Netherlands:
14. Rojanakamthorn, S.,Isobe, M.,Watanabe, A.(1989).Amathematical model of wave transformation over a submergedbreakwater.Coastal Engineering in Japan,32,209-234.
15. Stiassnie, M.,Naheer, E,Boguslavsky, I.(1984).Energy losses due to vortexshedding from the lower edge of a vertical plate attacked by surface waves.Proc. Roy. Soc. Lond. A,396,131-142.
16. Tadepalli, S.,Synolakis, C. E.(1994).The run-up of N waves on slopingbeaches.Proc. R. Soc. Lond. A,445,99-112.
17. Ting, F. C. K.,Kim, Y. K.(1994).Vortex generation in water waves propagation over a submerged obstacle.Coastal Engineering,24,23-49.
18. Ting, F.C.K.,Kirby, J.T.(1995).Dynamics of surf-zone turbulence in a strong plunging breaker.Coastal Engineering,24,177-204.
19. Ting, F.C.K.,Kirby, J.T.(1994).Observation of undertow and turbulence ina laboratory surf zone.Coastal Engineering,24,51-80.
20. Watanabe, Y.,Saeki, H.(1999).Three -dimensional large eddy simulation of breaking wave.Coastal Engineering,41,281-301.
21. Wijayaratna, N.,Okayasu, A.(2000).DNS of wave transformation, breaking and run-up on sloping beds.Proc. 4th Int. Conf. on Hydrodynamics, Vol. 2,Yokohama, Japan:
22. Zhao, Q.,Armfield, S.,Tanimoto, K.(2004).Numerical simulation of brea king waves by a multi-scale turbulence model.Coastal Engineering,51,53-80.
23. Zhao, Q.,Tanimoto, K.(1999).Numerical simulation of breaking waves by large eddy simulation and VOF method.Coastal Engineering 1998
24. Zhao, Q.,Tanimoto, K.(1998).Numerical simulation of breaking waves by large eddy simulation and VOF method.Proc. 26th Int. Conf. on Coastal Eng.,Copenhagen, Denmark:
25. 臺灣港務股份有限公司(2019)。臺灣港務股份有限公司，臺中港 40 年期主計畫，2019 年。
26. 鍾英鳳,張欽森,王姵文(2021)。配合國家能源政策於國際商港 LNG 接收站之規劃及建設。中國工程師學會會刊，94(1)，37-43。

1. 蔡立宏,陳智恆,李俊穎(2023)。臺中港擴建方案規則波與不規則波漂沙試驗之差異研究。港灣季刊，125，62-76。
2. 林受勳,李政達,李俊穎,何良勝,朱志光(2022)。臺中港遠程外廓堤水工模型動床漂沙試驗探討。港灣季刊，123，24-35。