[1] Appandairaj R, Vijay KG, Murali K, Chen JT (2024) Oblique wave interaction with dual submerged oscillating buoy as WEC near a partially reflecting wall. Engineering Analysis with Boundary Elements 166: 105822. DOI: 10.1016/j.enganabound.2024.105822
[2] Bautista E, Bahena-Jimenez S, Quesada-Torres A, Méndez F, Arcos E (2022) Interaction between long water waves and two fixed submerged breakwaters of wavy surfaces. Wave Motion 112: 102926. DOI: 10.1016/j.wavemoti.2022.102926
[3] Behera H, Ghosh S (2019) Oblique wave trapping by a surface-piercing flexible porous barrier in the presence of step-type bottoms. Journal of Marine Science and Application 18: 433-443. DOI: 10.1007/s11804-018-0036-2
[4] Behera H, Kaligatla RB, Sahoo T (2015) Wave trapping by porous barrier in the presence of step type bottom. Wave Motion 57: 219-230. DOI: 10.1016/j.wavemoti.2015.04.005
[5] Burke JE (1964) Scattering of surface waves on an infinitely deep fluid. Journal of Mathematical Physics 5(6): 805-819. DOI: 10.1063/1.1704182
[6] Cho IH, Kim MH (2000) Interactions of horizontal porous flexible membrane with waves. Journal of Waterway, Port, Coastal, and Ocean Engineering 126(5): 245-253. DOI: 10.1061/(ASCE)0733-950X(2000)126:5(245)
[7] Cho IH, Kim MH (2008) Wave absorbing system using inclined perforated plates. Journal of Fluid Mechanics 608: 1-20. DOI: 10.1017/S0022112008001845
[8] Choudhary S, Martha SC (2023) Dissipation of incident wave energy by two floating horizontal porous plates over a trench type bottom. Ships and Offshore Structures 19(4): 509-531. DOI: 10.1080/17445302.2023.2186056
[9] Chwang AT (1983) A porous-wavemaker theory. Journal of Fluid Mechanics 132: 395-406. DOI: 10.1017/S0022112083001676
[10] Dai J, Wang CM, Utsunomiya T, Duan W (2018) Review of recent research and developments on floating breakwaters. Ocean Engineering 158: 132-151. DOI: 10.1016/j.oceaneng.2018.03.083
[11] Dalrymple RA, Losada MA, Martin PA (1991) Reflection and transmission from porous structures under oblique wave attack. Journal of Fluid Mechanics 224: 625-644. DOI: 10.1017/S0022112091001908
[12] Davies AG (1982) The reflection of wave energy by undulations on the seabed. Dynamics of Atmospheres and Oceans 6(4): 207-232. DOI: 10.1016/0377-0265(82)90029-X
[13] Evans DV, Peter MA (2011) Asymptotic reflection of linear water waves by submerged horizontal porous plates. Journal of Engineering Mathematics 69: 135-154. DOI: 10.1007/s10665-009-9355-2
[14] Greene TR, Heins AE (1953) Water waves over a channel of infinite depth. Quarterly of Applied Mathematics 11(2): 201-214. http://www.jstor.org/stable/43634035
[15] Heins AE (1950) Water waves over a channel of finite depth with a submerged plane barrier. Canadian Journal of Mathematics 2: 210-222. DOI: 10.4153/cjm-1950-019-2
[16] Isaacson M, Qu S (1990) Waves in a harbour with partially reflecting boundaries. Coastal Engineering 14(3): 193-214. DOI: 10.1016/0378-3839(90)90024-Q
[17] Kaligatla RB, Tabssum S, Sahoo T (2018) Effect of bottom topography on wave scattering by multiple porous barriers. Meccanica 53: 887-903. DOI: 10.1007/s11012-017-0790-2
[18] Koley S, Kaligatla RB, Sahoo T (2015) Oblique wave scattering by a vertical flexible porous plate. Studies in Applied Mathematics 135(1): 1-34. DOI: 10.1111/sapm.12076
[19] Kumar UV, Saha S, Koley S (2023) A comparative study of wave scattering by non-porous and porous flexible plates in the presence of a submerged porous structure. Meccanica 58: 1329-1346. DOI: 10.1007/s11012-023-01679-w
[20] Leppington FG (1972) On the radiation and scattering of short surface waves. Part 1. Journal of Fluid Mechanics 56(1): 101-119. DOI: 10.1017/S0022112072002216
[21] Liu PLF, Iskandarani M (1991) Scattering of short-wave groups by submerged horizontal plate. Journal of Waterway, Port, Coastal, and Ocean Engineering 117(3): 235-246. DOI: 10.1061/(ASCE)0733-950X(1991)117:3(235)
[22] Liu Y, Li HJ (2014) Analysis of wave performance through pile-rock breakwaters. Proceedings of the Institution of Mechanical Engineers, Part M: Journal of Engineering for the Maritime Environment 228(3): 284-292. DOI: 10.1177/1475090212462951
[23] Liu Y, Li HJ, Li YC (2012) A new analytical solution for wave scattering by a submerged horizontal porous plate with finite thickness. Ocean Engineering 42: 83-92. DOI: 10.1016/j.oceaneng.2012.01.001
[24] Mackay E, Johanning L (2020) Comparison of analytical and numerical solutions for wave interaction with a vertical porous barrier. Ocean Engineering 199: 107032. DOI: 10.1016/j.oceaneng.2020.107032
[25] Mohapatra AK, Sahoo T (2023) Surface gravity wave interaction with a floating dock in the presence of a submerged composite wavy porous plate. Applied Ocean Research 139: 103686. DOI: 10.1016/j.apor.2023.103686
[26] Mondal A, Panda S, Gayen R (2017) Flexural-gravity wave scattering by a circular-arc-shaped porous plate. Studies in Applied Mathematics 138(1): 77-102. DOI: 10.1111/sapm.12137
[27] Neelamani S, Rajendran R (2002) Wave interaction with T-type breakwaters. Ocean Engineering 29(2): 151-175. DOI: 10.1016/S0029-8018(00)00060-3
[28] Nguyen NM, Do Van D, Le DT, Cong SD, Pham NT, Nguyen Q, Tran B, Wright DP, Tanim AH, Anh DT (2022) Wave reduction efficiency for three classes of breakwaters on the coastal Mekong Delta. Applied Ocean Research 129: 103362. DOI: 10.1016/j.apor.2022.103362
[29] Ning DZ, Wang RQ, Zou QP, Teng B (2016) An experimental investigation of hydrodynamics of a fixed OWC Wave Energy Converter. Applied Energy 168: 636-648. DOI: 10.1016/j.apenergy.2016.01.107
[30] Nishad CS, Vijay KG, Neelamani S, Chen JT (2021) Dual BEM for wave scattering by an H-type porous barrier with nonlinear pressure drop. Engineering Analysis with Boundary Elements 131: 280-294. DOI: 10.1016/j.enganabound.2021.06.011
[31] Panduranga K, Koley S, Meylan MH (2023) A hybrid boundary element method based model for wave interaction with submerged viscoelastic plates with an arbitrary bottom profile in frequency and time domain. Physics of Fluids 35(4): 047114. DOI: 10.1063/5.0143412
[32] Patarapanich M (1984) Maximum and zero reflection from submerged plate. Journal of Waterway, Port, Coastal, and Ocean Engineering 110(2): 171-181. DOI: 10.1061/(ASCE)0733-950X(1984)110:2(171)
[33] Patarapanich M, Cheong HF (1989) Reflection and transmission characteristics of regular and random waves from a submerged horizontal plate. Coastal Engineering 13(2): 161-182. DOI: 10.1016/0378-3839(89)90022-7
[34] Pérez-Romero DM, Ortega-Sánchez M, Monino A, Losada MA (2009) Characteristic friction coefficient and scale effects in oscillatory porous flow. Coastal Engineering 56(9): 931-939. DOI: 10.1016/j.coastaleng.2009.05.002
[35] Rageh OS, Koraim AS, Salem TN (2009) Hydrodynamic efficiency of partially immersed caissons supported on piles. Ocean Engineering 36(14): 1112-1118. DOI: 10.1016/j.oceaneng.2009.06.009
[36] Rezanejad K, Bhattacharjee J, Guedes Soares C (2015) Analytical and numerical study of dual-chamber oscillating water columns on stepped bottom. Renewable Energy 75: 272-282. DOI: 10.1016/j.renene.2014.09.050
[37] Siew PF, Hurley DG (1977) Long surface waves incident on a submerged horizontal plate. Journal of Fluid Mechanics 83(1): 141-151. DOI: 10.1017/S0022112077001098
[38] Sollitt CK, Cross RH (1972) Wave transmission through permeable breakwaters. Coastal Engineering Proceedings, Vancouver, Canada, 1827-1846. DOI: 10.1061/9780872620490.106
[39] Tabssum S, Ramakrishnan B (2024) Oblique wave interaction with flexible plate in ocean of uneven bottom. Journal of Marine Science and Application 23(2): 261-275. DOI: 10.1007/s11804-024-00395-5
[40] Varghese A, Athul Krishna KR, Karmakar D (2024) Wave attenuation due to stratified porous structure with stepped seabed. Journal of Marine Science and Application 23: 844-866. DOI: 10.1007/s11804-024-00407-4
[41] Venkateswarlu V, Karmakar D (2020) Significance of seabed characteristics on wave transformation in the presence of stratified porous block. Coastal Engineering Journal 62(1): 1-22. DOI: 10.1080/21664250.2019.1676366
[42] Venkateswarlu V, Vijay KG, Nishad CS (2021) Iterative dual boundary element analysis of a wavy porous plate near an inclined seawall. Ocean Engineering 235: 109242. DOI: 10.1016/j.oceaneng.2021.109242
[43] Vijay KG, He SY, Zhao Y, Liu Y, Sahoo T (2020) Gravity wave interaction with a submerged wavy porous plate. Ships and Offshore Structures 15(sup1): S123-S133. DOI: 10.1080/17445302.2020.1789034
[44] Vijay KG, Venkateswarlu V, Sahoo T (2021) Bragg scattering of surface gravity waves by an array of submerged breakwaters and a floating dock. Wave Motion 106: 102807. DOI: 10.1016/j.wavemoti.2021.102807
[45] Vishwakarma RD, Karmakar D (2024) Hydrodynamic analysis of different shapes of moored hybrid floating breakwater. Journal of Marine Science and Application 23: 743-761. DOI: 10.1007/s11804-024-00519-x
[46] Yip TL, Chwang AT (1997) Water wave control by a pitching plate. Journal of Engineering Mechanics 123(8): 800-807. DOI: 10.1061/(ASCE)0733-9399(1997)123:8(800)
[47] Yu X (2002) Functional performance of a submerged and essentially horizontal plate for offshore wave control: A review. Coastal Engineering Journal 44(2): 127-147. DOI: 10.1142/S0578563402000470
[48] Yu X, Chwang AT (1994) Water waves above submerged porous plate. Journal of Engineering Mechanics 120(6): 1270-1282. DOI: 10.1061/(ASCE)0733-9399(1994)120:6(1270)
[49] Yueh CY, Chuang SH, Wen CC (2016) Wave scattering by submerged composite wavy plate breakwaters using a dual BEM. Ocean Engineering 124: 192-203. DOI: 10.1016/j.oceaneng.2016.07.019
[50] Zhang XS, Ma S, Duan WY (2018) A new L type floating breakwater derived from vortex dissipation simulation. Ocean Engineering 164: 455-464. DOI: 10.1016/j.oceaneng.2018.06.059
[51] Zhao Y, Liu Y, Li H (2016) Wave interaction with a partially reflecting vertical wall protected by a submerged porous bar. Journal of Ocean University of China 15: 619-626. DOI: 10.1007/s11802-016-2837-8