Acknowledgement
이 논문은 2021년도 정부(교육부)의 재원으로 한국연구재단의 지원을 받아 수행된 기초연구사업임(NRF2021R1A6A1A1A0304518511).
References
- Chang, K.A., Hsu, T.J. and Liu, P.L.F. (2001). Vortex generation and evolution in water waves propagating over a submerged rectangular obstacle: Part I. Solitary waves. Coastal Engineering, 44(1), 13-36. https://doi.org/10.1016/S0378-3839(01)00019-9
- Cho, I.H. (2002). Wave control performance of moored pontoontype floating breakwater. Journal of the Korean Society for Marine Environment & Energy, 5(3), 35-44(in Korean).
- Cho, Y.-S., Lee, J.I. and Kim, Y.T. (2002). Hydraulic experiments on reflection of regular waves due to rectangular submerged breakwaters. Journal of Korea Water Resources Association, 35(5), 563-573 (in Korean). https://doi.org/10.3741/JKWRA.2002.35.5.563
- Frederiksen, H.D. (1971). Wave attenuation by fluid filled bags. Journal of the Waterways, Harbors and Coastal Engineering Division, 97(1), 73-90.
- Goring, D.G. and Raichlen, F. (1992). Propagation of long waves onto shelf. Journal of Waterway Port Coastal and Ocean Engineering, 118(1), 43-61. https://doi.org/10.1061/(ASCE)0733-950X(1992)118:1(43)
- Grilli, S.T., Losada, M.A. and Martin, F. (1994). Characteristics of solitary wave breaking induced by breakwaters. Journal of Waterway Port Coastal and Ocean Engineering, 120(1), 74-92. https://doi.org/10.1061/(ASCE)0733-950X(1994)120:1(74)
- Hsu, T.W., Hsieh, C.M. and Hwang, R.R. (2004). Using RANS to simulate vortex generation and dissipation around impermeable submerged double breakwaters. Coastal Engineering, 51(7), 557-579. https://doi.org/10.1016/j.coastaleng.2004.06.003
- Hales, L.Z. (1981). Floating Breakwaters : State of the Art Literature Review. Technical Report No. 81-1, Coastal Engineering Research Center, U.S. Army Corps of Engineers, Fort Belvoir, Virginia.
- Ha, T., Jung, W. and Cho, Y.-S. (2012). Numerical study on reduced runup heights of solitary wave by submerged structures. Journal of the Korean Society of Hazard Mitigation, 12(5), 251-258 (in Korean). https://doi.org/10.9798/KOSHAM.2012.12.5.251
- Huang, C.J. and Dong, C.M. (1999). Wave deformation and vortex generation in water waves propagating over a submerged dike. Coastal Engineering, 37(2), 123-148. https://doi.org/10.1016/S0378-3839(99)00017-4
- Huang, C.J. and Dong, C.M. (2001). On the interaction of a solitary wave and a submerged dike. Coastal Engineering, 43(3-4), 265-286. https://doi.org/10.1016/S0378-3839(01)00017-5
- Hwang, J.K., Lee, S.H. and Cho, Y.-S. (2004). Transformation of irregular waves due to rectangular submerged non-porous breakwaters. Journal of Korea Water Resources Association, 37(11), 949-958 (in Korean). https://doi.org/10.3741/JKWRA.2004.37.11.949
- Irtem, E., Seyfioglu, E. and Kabdasli, S. (2011). Experimental investigation on the effects of submerged breakwaters on tsunami run-up height. Journal of Coastal Research, 516-520.
- Jung, J.-S., Cho, D.-H., Hwang, J.-K. and Cho, Y.-S. (2004). Reflection of random waves propagating over rectangular submerged non-porous breakwaters. Journal of Korea Water Resources Association, 37(9), 729-736 (in Korean). https://doi.org/10.3741/JKWRA.2004.37.9.729
- Jung, J.-S., Kang, K.-Y. and Cho, Y.-S. (2007). Analysis of multidirectional random waves propagating over multi arrayed impermeable submerged breakwater. Journal of Korean Society of Coastal and Ocean Engineers, 19(1), 29-37 (in Korean).
- Kim, D.S., Lee, K.H., Yoo, H.S., Kim, C.H. and Son, B.K. (2004). A study of the wave control characteristics of the permeable submerged breakwater using VOF method in irregular wave fields. Journal of Korean Society of Coastal and Ocean Engineers, 16(3), 121-129 (in Korean).
- Lee, J. (2005). Numerical investigation of wave interaction with a floating breakwater. Ph.D. Dissertation, Yonsei University.
- Lee, J.I., Kim, Y.T. and Cho, Y.-S. (2003). Laboratory experiments on reflection of regular waves due to submerged breakwaters. Journal of Korean Society of Coastal and Ocean Engineers, 15(3), 167-175 (in Korean).
- Lin, P. (2004). A numerical study of solitary wave interaction with rectangular obstacles. Coastal Engineering, 51(1), 35-51. https://doi.org/10.1016/j.coastaleng.2003.11.005
- Lin, P. (2006). A multiple-layer ?-coordinate model for simulation of wave-structure interaction. Computers & Fluids, 35(2), 147-167. https://doi.org/10.1016/j.compfluid.2004.11.008
- Madsen, O.S. and Mei, C.C. (1969). The transformation of a solitary wave over an uneven bottom. Journal of Fluid Mechanics, 39(4), 781-791. https://doi.org/10.1017/S0022112069002461
- McCartney, B.L. (1985). Floating breakwater design. Journal of Waterway Port Coastal and Ocean Engineering, 111(2), 304-318. https://doi.org/10.1061/(ASCE)0733-950X(1985)111:2(304)
- Park, S.H., Lee, S.O., Jung, T.H. and Cho, Y.-S. (2007). Experimental study on reduction of rup-up height of sloping breakwater due to submerged structure. Journal of the Korean Society of Hazard Mitigation, 7(5), 187-197 (in Korean).
- Seabra-Santos, F.J., Renouard, D.P. and Temperville, A.M. (1987). Numerical and experimental study of the transformation of a solitary wave over a shelf or isolated obstacle. Journal of Fluid Mechanics, 176, 117-134. https://doi.org/10.1017/S0022112087000594
- Shin, C.H. and Yoon, S.B. (2017). Improvement of wave generation for SWASH model using relaxation method. Journal of Korean Society of Coastal and Ocean Engineers, 29(4), 169-179(in Korean). https://doi.org/10.9765/KSCOE.2017.29.4.169
- Shin, C.H. and Yoon, S.B. (2018). A numerical study on flow in porous structure using non-hydrostatic model. Journal of Korean Society of Coastal and Ocean Engineers, 30(3), 114-122(in Korean). https://doi.org/10.9765/KSCOE.2018.30.3.114
- Smit, P., Zijlema, M. and Stelling, G. (2013). Depth-induced wave breaking in a non-hydrostatic, near-shore wave model. Coastal Engineering, 76, 1-16.
- Stelling, G. and Zijlema, M. (2003). An accurate and efficient finite-difference algorithm for non-hydrostatic free-surface flow with application to wave propagation. Int. J. Numer. Meth. Fluids, 43, 1-23. https://doi.org/10.1002/fld.595
- Stelling, G.S. and Duinmeijer, S.P.A. (2003). A staggered conservative scheme for every froude number in rapidly varied shallow water flows. Int. J. Numer. Meth. Fluids, 43, 1329-1354. https://doi.org/10.1002/fld.537
- Sutko, A.A. and Haden, E.L. (1974). The Effect of Surge, Heave and Pitch on the Performance of a Floating Breakwter, Floating Breakwaters Conference Papers, University of Rhode Island, Marine Technical Report Series, 24, 21-39.
- Synolakis, C.E. (1986). The Runup of Long Waves. Ph.D. Thesis, California Institute of Technology, Pasadena, California, 91125, 228.
- Synolakis, C.E. (1987). The runup of solitary waves. Journal of Fluid Mechanics, 185, 523-545. https://doi.org/10.1017/S002211208700329X
- Tang, C.J. and Chang, J.H. (1998). Flow separation during solitary wave passing over submerged obstacle. Journal of Hydraulic Engineering, 124(7), 742-749.
- Wang, K.-H. (1993). Diffraction of solitary waves by breakwaters. Journal of Waterway Port Coastal and Ocean Engineering, 119(1), 49-69. https://doi.org/10.1061/(ASCE)0733-950X(1993)119:1(49)
- Wang, J., He, G., You, R. and Liu, P. (2018). Numerical study on interaction of a solitary wave with the submerged obstacle. Ocean Engineering, 158, 1-14. https://doi.org/10.1016/j.oceaneng.2018.03.064
- Western Canada Hydraulic Laboratories Ltd. (1981). Development of a Manual for the Design of Floating Breakwaters. Department of Fisheries and Oceans, Small Craft Harbours Branch.
- Yang, W.S., Cho, W.C. and Park, W.S. (2001). Control of wave screening performance of floating breakwaters. Journal of Korean Society of Coastal and Ocean Engineers, 13(3), 230-236 (in Korean).
- Yoon, J.S., Lee, M.K. and Jung, K.H. (2005). Analysis of flow and turbulence structure for rectangular floating breakwater. Journal of the Korean Society of Civil Engineers B, 25(5B), 375-383 (in Korean).
- Yoon, J.S., Son, H.J., Chun, S.Y. and Cho, Y.-S. (2010). Experimental study on hydraulic characteristics and vorticity interactions of floating breakwaters. Journal of The Korean Society of Hazard Mitigation, 10(6), 175-183 (in Korean).
- Zhuang, F. and Lee, J.J. (1997). A viscous rotational model for wave overtopping over marine structure. In Coastal Engineering 1996, 2178-2191.
- Zijlema, M. and Stelling, G.S. (2005). Further experiences with computing non-hydrostatic free-surface flows involving water waves. Int. J. Numer. Meth. Fluids, 48, 169-197. https://doi.org/10.1002/fld.821
- Zijlema, M. and Stelling, G.S. (2008). Efficient computation of surf zone waves using the nonlinear shallow water equations with non-hydrostatic pressure. Coastal Engineering, 55, 780-790. https://doi.org/10.1016/j.coastaleng.2008.02.020
- Zijlema, M., Stelling, G. and Smit, P. (2011). SWASH: An operational public domain code for simulating wave fields and rapidly varied flows in coastal waters. Coastal Engineering, 58, 992-1012. https://doi.org/10.1016/j.coastaleng.2011.05.015