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Numerical Simulation on Wave Transformation between Submerged Breakwater and Seawall
|關鍵字:||Submerged Breakwater;潛堤;pilling-up;Numerical Simulation;水位抬升;數值模擬||出版社:||土木工程學系所||引用:||1. Copeland, G. J. M., (1985) “Mild-Slope wave equation,” Coastal Engineering, Vol. 9, pp.125-149. 2. Chen, H.B., Tsai, C.P. and Chiu, J.R. (2006) “Wave Reflection from Vertical Breakwater with Porous Structure,” Ocean Engineering , Vol. 33, No. 13, pp. 1705-1717. 3. Chen, H.B., Tsai, C.P. and Jeng, C.C., (2007) “Wave Transformation between Submerged Breakwater and Seawall,” Journal of Coastal Research, SCI50(In Press). 4. Dattatri, J., Raman, H. and N. Jothishankar, (1978) “Performance Characteristic of Submerged Breakwaters,” Proceedings, 16th International Conference on Coastal Engineering, ASCE, pp.2153-2171. 5. Dalrymple, R. A., Losada, M. A. and Martin, P. A. (1991) “Reflection and Transmission from Porous Structures under Oblique Wave Attack,” Journal Fluid Mechanics, Vol. 224, pp.625-644. 6. Goda, Y., (1975) “Irregular Wave Deformation in the surf zone,” Coastal Engineering in Japan, VOL 18, pp.13-26. 7. Iwasaki, T. and Numata, A. (1970) “Experimental Studies on Wave Transmission of a Permeable Breakwater Constructed by Artifical Blocks,” Coastal Engineering in Japan, Vol. 13, pp.25-29. 8. Izumiya, T., (1990) “Extention of Mild Slope Equation for Waves Propagating over a Permeable Submerged Breakwater,” Proceedings, International Conference on Coastal Engineering, ASCE, pp.306-315. 9. Johnson, I.G., (1966) “Wave Boundary Layers and Friction Factors,” Proceeding of 10th International Conference on Coastal Engineering, Tokyo, PP.127-148. 10. Lee, C. P., (1987) “Wave Interaction with Permeable Structure,” Ph. D. Dissertation, Ocean Engineering Program, Department of Civil Engineering, Oregon State University, Corvallis, Oregon, U.S.A.. 11. Longuet-Higgins M. S., Stewart, R. W., (1964) “Radiation stresses in water waves; a physical discussion, with applications,” Deep-Sea Res., vol. 11, pp. 529-562. 12. Li-San Hwang, David Divoky, (1970) “Breaking wave setup and decay on gentle slopes,” Proc. 12th. Conf. on Coastal Eng., ASCE, pp. 377-389 13. Losada, I. J., Losada, M. A. and Martin, F. L. (1995) “Experimental Study of Wave-induced Flow in a Porous Structure,” Coastal Engineering, Vol. 26, pp.77-98. 14. Losada, I. J., R. Silva, and Losada, M. A. (1996a) “3-D Non-Breaking Regular Wave Interaction With Submerged Breakwaters,” Coastal Engineering, Vol. 28, pp.229-248. 15. Madsen, O. S., (1974) “Wave Transmission through Porous Structures,” Journal of Waterway, Port, Coastal, Ocean Engineering, ASCE , Vol. 100, pp.169-188. 16. Mendez, J. F., Losada, I. J. and Losada, M. A. (2001) “Wave-Induced Magnitudes in Permeable Submerged Breakwaters,” Journal Waterway, Port, Coastal, Ocean Engineering, ASCE , Vol. 127, pp.7-15. 17. Rivero, F, J., S.-Arcilla, A., Gironella, X., and Corrons, A. (1998) “Large-scale Hydrodynamic experiments in submerged breakwaters.” Proc., Coast. Dyn. ’97, ASCE, Reston, Va., PP.754-762. 18. Rojanakamthorn, S., Isobe, M. and Watanabe, A. (1989) “A Mathematical Model of Wave Transformation over a Submerged Breakwater,” Coastal Engineering in Japan, Vol. 31, No. 2, pp.209-234. 19. Sollitt, C. K. and Cross, R. H. (1972) “Wave Transmission through Permeable Breakwaters,” Proceedings, 13th International Conference on Coastal Engineering, ASCE, Vol. III, pp.1837-1846. 20. Sulisz, W., (1985) “Wave Reflection and Transmission at Permeable Breakwaters of Arbitrary Cross Section,” Coastal Engineering, Vol. 9, pp.371-386. 21. Svendsen I. A., 1984, “Wave attenuation and set-up on a beach,” Proc.19th. Conf. on Coastal Eng., ASCE, pp. 54-69 22. Tsai, C.P., Chen, H.B., Hsu, J. R., (2001) “Calculations of Wave Transformation across the Surf Zone,” Ocean Engineering, Vol 28, pp.169-188. 23. Tsai, C.P., Chen, H.B. and Lee, F.C. (2006) “Wave Transformation over Submerged Permeable Breakwater on Porous Bottom,” Ocean Engineering , Vol. 33, No. 12, pp. 1623-1643. 24. Watanabe, A. and Maruyama, K. (1986) “Numerical Modeling of Nerashore Wave Filed under Combined Refraction Diffraction and Breaking,” Coastal Engineering in Japan, Vol. 29, pp.19-39. 25. 李兆芳、劉正琪 (1995)，「波浪透過透水潛堤之新理論解析」，中華民國第十七屆海洋工程研討會論文集，台南，第 593-606 頁。 26. 蘇青和、歐善惠、章梓雄 (1994)，「斜向波與不規則透水結構物交互作用之邊界元素解析」，中華民國第十六屆海洋工程研討會論文集，高雄，第 B.310-B.324 頁||摘要:||
In the coastal engineering, the submerged permeable breakwater not only has the function of coastal disaster protection but also enriches the ecology of coastal restoration. Most examples of the Integrated Shore Protection System, the submerged permeable breakwater may located in front of a seawall. However, it is always disregarded that the wave differences between the submerged permeable breakwater and seawall. Under the effect of submerged permeable breakwater located in front of the seawall, this study is aimed to simulate the wave transformation between submerged breakwater and seawall. The model utilized is the controlling formula - parameter of the porous medium and introduced with the theory of nonlinear shoaling correction. First, in this dissertation, accuracy of the formula is examined by wave experiment data. In addition, discuss the effect of wave transformation between submerged breakwater and seawall though the condition of incident wave characteristics and permeable material characteristics.
The calculation result of this dissertation shows that the higher incident wave, the larger disparity of the wave height and the higher pilling-up of water between submerged breakwater and seawall. However, the wave between submerged breakwater and seawall does not change by the period of incident wave. The water pilling-up effect depends on that if the wave node or similar node happened near the submerged breakwater. The wave height between submerged breakwater and seawall will becomes larger when the seawall slope is steeper. The wave height between submerged breakwater and seawall will be larger than the wave height without seawall. In the addition of averaged water level, when the wave node or similar node happens near submerged breakwater, the water pilling-up between submerged breakwater and seawall will higher than the water piling-up of submerged breakwater back with no seawall. On the contrary, the water pilling-up will lower than it that behind submerged breakwater with no seawall.
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