과제정보
This study was conducted with the support of the Korea Institute of Marine Science and Technology Promotion through a 2020 grant from the Ministry of Maritime Affairs and Fisheries (20180404 Coastal Erosion Management and Response Technology Commercialization).
참고문헌
- Ahrens, J.P. (1987). Characteristics of Reef Breakwaters (CERC-87-17). US Army Corps of Engineers.
- Battjes, J.A. (1974). Surf Similarity. Coastal Engineering Proceedings, 1(14), 466-480. http://doi/org/10.9753/icce.v14.26
- d'Angremond, K., Van der Meer, J.W., & De Jong, R.J. (1996). Wave Transmission at Low-Crested Structures. Proceedings of 25th International Conference on Coastal Engineering, ASCE, 3305-3318. https://doi.org/10.1061/9780784402429.187
- Lee, J.L. (1994). Quasi-3D Wave-induced Circulation Model. Journal of The Korean Society of Coastal and Ocean Engineers, 6(4), 459-471.
- Lee, J.L. (1998). A High-accuracy Approach for Modeling Flow-dominated Transport. Transactions on Ecology and the Environment, 18, 277-286.
- Lee, J.L., & Lee, D.H. (2006). Introduction of WADEM (WAve DEformation Model) Operated with GUI. Proceedings of Fall Conference of Korean Society for Marine Environment & Energy, 155-162.
- Madsen, P.A. & Larsen, J. (1987). An Efficient Finite-difference Approach to the Mild-slope Equation. Coastal Engineering, 11(4), 329-351. https://doi.org/10.1016/0378-3839(87)90032-9
- Radder, A.C. (1979). On the Parabolic Equation Method for Water-wave Propagation. Journal of Fluid Mechanics, 95(1), 159-176. https://doi.org/10.1017/S0022112079001397
- Ranasinghe, R., & Turner, I.L. (2006). Shoreline Response to Submerged Structures. Coastal Engineering, 53(1), 63-79. https://doi.org/10.1016/j.coastaleng.2005.08.003
- Seabrook, S.R., & Hall, K.R. (1998). Wave Transmission at Submerged Rubble Mound Breakwaters. Proceeding of 26th International Conference on Coastal Engineering, Copenhagen, Denmark, 2000-2013. https://doi.org/10.1061/9780784404119.150
- Seelig, W.N. (1980). Estimation of Wave Transmission Coefficients for Overtopping of Impermeable Breakwaters. CERC Coastal Engineering Technical Aid, 80(7).
- Shin, M.S., Lee, H.J., & Park, K.Y. (2008). An Experimental Study on Wave Decrease Effect by Porosity in Submerged Breakwater. Proceeding of Conference of Korean Society of Civil Engineers, 1136-1145.
- Takayama, T., Nagai, K., & Sekiguchi, T. (1985). Irregular Wave Experiments on Wave Dissipation Function of Submerged Breakwater with Wide Crown. Proceedings of 32th Japanese Conference on Coastal Engineering, JSCE, 32, 545-549.
- US Army Corps of Engineers. (1984). Shore Protection Manual (4th Ed.). Washington D.C, 1-337.
- Van der Meer, J.W., Briganti, R., Zanuttigh, B., & Wang, B. (2005). Wave Transmission and Reflection at Low-crested Structures: Design Formulae, Oblique Wave Attack and Spectral Change. Coastal Engineering, 52(10-11), 915-929. https://doi.org/10.1016/j.coastaleng.2005.09.005
- Van der Meer, J.W., & Daemen, I.F.R. (1994). Stability and Wave Transmission at Low Crested Rubble Mound Structures. Jorunal of Waterway, Port Coastal and Ocean Engineering, 120(1), 1-19. https://doi.org/10.1061/(ASCE)0733-950X(1994)120:1(1)