Citation: | Yang Zhao, Yong Liu, Huajun Li. Iterative analytical solution for wave reflection by a multi-chamber partially perforated caisson breakwater[J]. Acta Oceanologica Sinica, 2020, 39(7): 115-126. doi: 10.1007/s13131-020-1622-0 |
[1] |
Aristodemo F, Meringolo D D, Groenenboom P, et al. 2015. Assessment of dynamic pressures at vertical and perforated breakwaters through diffusive SPH schemes. Mathematical Problems in Engineering, 2015: 305028
|
[2] |
Bennett G S, McIver P, Smallman J V. 1992. A mathematical model of a slotted wavescreen breakwater. Coastal Engineering, 18(3–4): 231–249
|
[3] |
Bergmann H, Oumeraci H. 2000. Wave loads on perforated caisson breakwaters. In: Proceedings of the 27th International Conference on Coastal Engineering. Sydney, Australia: ASCE, 1622–1635
|
[4] |
Chen Xuefeng, Li Yucheng, Sun Dapeng. 2002. Regular waves acting on double-layered perforated caissons. In: Proceedings of the Twelfth International Offshore and Polar Engineering Conference. Kitakyushu, Japan: International Society of Offshore and Polar Engineers, 736–743
|
[5] |
Chen Xuefeng, Li Yucheng, Wang Yongxue, et al. 2003. Numerical simulation of wave interaction with perforated caisson breakwaters. China Ocean Engineering, 17(1): 33–43
|
[6] |
Franco L. 1994. Vertical breakwaters: the Italian experience. Coastal Engineering, 22(1–2): 31–55
|
[7] |
Franco L, De Gerloni M, Passoni G, et al. 1998. Wave forces on solid and perforated caisson breakwaters: comparison of field and laboratory measurements. In: Proceedings of the 26th International Conference on Coastal Engineering. Copenhagen, Denmark: ASCE, 1945–1958
|
[8] |
Huang Zhenhua, Li Yucheng, Liu Yong. 2011. Hydraulic performance and wave loadings of perforated/slotted coastal structures: a review. Ocean Engineering, 38(10): 1031–1053. doi: 10.1016/j.oceaneng.2011.03.002
|
[9] |
Isaacson M, Baldwin J, Premasiri S, et al. 1999. Wave interactions with double slotted barriers. Applied Ocean Research, 21(2): 81–91. doi: 10.1016/S0141-1187(98)00039-X
|
[10] |
Jarlan G E. 1961. A perforated vertical wall breakwater. The Dock and Harbour Authority XII, (486): 394–398
|
[11] |
Kakuno S, Liu P L F. 1993. Scattering of water waves by vertical cylinders. Journal of Waterway, Port, Coastal, and Ocean Engineering, 119(3): 302–322. doi: 10.1061/(ASCE)0733-950X(1993)119:3(302)
|
[12] |
Kakuno S, Nakata Y. 1998. Scattering of water waves by rows of cylinders with/without a backwall. Applied Ocean Research, 20(4): 191–198. doi: 10.1016/S0141-1187(97)00026-6
|
[13] |
Kakuno S, Shiozaki Y, Harayama Y. 1999. The effect of the depth of wave chambers of a double slit-wall breakwater on wave reflection. Proceedings of Civil Engineering in the Ocean (in Japanese), 15: 671–676. doi: 10.2208/prooe.15.671
|
[14] |
Kondo H. 1979. Analysis of breakwaters having two porous walls. In: Proceedings of Coastal Structures ’79. Alexandria: ASCE, 962–977
|
[15] |
Koraim A S, Heikal E M, Rageh O S. 2011. Hydrodynamic characteristics of double permeable breakwater under regular waves. Marine Structures, 24(4): 503–527. doi: 10.1016/j.marstruc.2011.06.004
|
[16] |
Lee J I, Kim Y T, Shin S. 2014. Experimental studies on wave interactions of partially perforated wall under obliquely incident waves. The Scientific World Journal, 2014: 954174
|
[17] |
Li Yucheng, Dong Guohai, Liu Hongjie, et al. 2003. The reflection of oblique incident waves by breakwaters with double-layered perforated wall. Coastal Engineering, 50(1–2): 47–60
|
[18] |
Li Yucheng, Liu Hongjie, Dong Guohai. 2005. The force of oblique incident wave on the breakwater with a partially perforated wall. Acta Oceanologica Sinica, 24(4): 121–130
|
[19] |
Liu Yong, Li Huajun. 2017. Iterative multi-domain BEM solution for water wave reflection by perforated caisson breakwaters. Engineering Analysis with Boundary Elements, 77: 70–80. doi: 10.1016/j.enganabound.2016.12.011
|
[20] |
Liu Yong, Li Yucheng, Teng Bin, et al. 2008a. Total horizontal and vertical forces of irregular waves on partially perforated caisson breakwaters. Coastal Engineering, 55(6): 537–552. doi: 10.1016/j.coastaleng.2008.02.005
|
[21] |
Liu Yong, Li Yucheng, Teng Bin, et al. 2008b. Wave motion over a submerged breakwater with an upper horizontal porous plate and a lower horizontal solid plate. Ocean Engineering, 35(16): 1588–1596. doi: 10.1016/j.oceaneng.2008.08.003
|
[22] |
Liu Yong, Li Yucheng, Teng Bin. 2012. Interaction between obliquely incident waves and an infinite array of multi-chamber perforated caissons. Journal of Engineering Mathematics, 74(1): 1–18. doi: 10.1007/s10665-011-9484-2
|
[23] |
Liu Hongjie, Liu Yong, Li Yucheng. 2009. The theoretical study on diagonal wave interaction with perforated-wall breakwater with rock fill. Acta Oceanologica Sinica, 28(6): 103–110
|
[24] |
Mei C C, Liu P L F, Ippen A T. 1974. Quadratic loss and scattering of long waves. Journal of the Waterways, Harbors and Coastal Engineering Division, 100(3): 217–239
|
[25] |
Molin B, Fourest J M. 1992. Numerical modeling of progressive wave absorbers. In: Proceedings of the 7th International Workshop on Water Waves & Floating Bodies. Val de Reuil, France
|
[26] |
Molin B. 2011. Hydrodynamic modeling of perforated structures. Applied Ocean Research, 33(1): 1–11. doi: 10.1016/j.apor.2010.11.003
|
[27] |
Molin B, Remy F. 2015. Inertia effects in TLD sloshing with perforated screens. Journal of Fluids and Structures, 59: 165–177. doi: 10.1016/j.jfluidstructs.2015.09.004
|
[28] |
Ren Xiaozhong, Ma Yuxiang. 2015. Numerical simulations for nonlinear waves interaction with multiple perforated quasi-ellipse caissons. Mathematical Problems in Engineering, 2015: 895673
|
[29] |
Sollitt C K, Cross R H. 1972. Wave transmission through permeable breakwaters. In: Proceedings of the 13th International Conference on Coastal Engineering. Vancouver: ASCE, 1827–1846
|
[30] |
Suh K D, Choi J C, Kim B H, et al. 2001. Reflection of irregular waves from perforated-wall caisson breakwaters. Coastal Engineering, 44(2): 141–151. doi: 10.1016/S0378-3839(01)00028-X
|
[31] |
Suh K D, Ji C H, Kim B H. 2011. Closed-form solutions for wave reflection and transmission by vertical slotted barrier. Coastal Engineering, 58(12): 1089–1096. doi: 10.1016/j.coastaleng.2011.06.001
|
[32] |
Suh K D, Park J K, Park W S. 2006. Wave reflection from partially perforated-wall caisson breakwater. Ocean Engineering, 33(2): 264–280. doi: 10.1016/j.oceaneng.2004.11.015
|
[33] |
Taylor P J. 1973. The blockage coefficient for flow about an arbitrary body immersed in a channel. Journal of Ship Research, 17(2): 97–105
|
[34] |
Yu Xiping. 1995. Diffraction of water waves by porous breakwaters. Journal of Waterway, Port, Coastal, and Ocean Engineering, 121(6): 275–282. doi: 10.1061/(ASCE)0733-950X(1995)121:6(275)
|
[35] |
Zhao Yang, Liu Yong, Li Huajun, et al. 2017. Oblique wave motion over multiple submerged porous bars near a vertical wall. Journal of Ocean University of China, 16(4): 568–574. doi: 10.1007/s11802-017-3333-5
|