Citation: | Xu Yaoyao,Qu Ke,Huang Jingxuan, et al. Numerical simulation of wave dissipation characteristics of permeable submerged breakwater under focused wave[J]. Haiyang Xuebao,2022, 44(11):121–132 doi: 10.12284/hyxb2022127 |
[1] |
Kharif C, Pelinovsky E, Slunyaev A. Rogue Waves in the Ocean[M]. Berlin: Springer, 2009.
|
[2] |
Nikolkina I, Didenkulova I. Rogue waves in 2006−2011[C]//Proceedings of EGU General Assembly 2012. Vienna: EGU, 2012: 2913−2924.
|
[3] |
Nikolkina I, Didenkulova I. Catalogue of rogue waves reported in media in 2006–2010[J]. Natural Hazards, 2012, 61(3): 989−1006. doi: 10.1007/s11069-011-9945-y
|
[4] |
Cummins W E. The impulse response function and ship motions[J]. Schiffstechnik, 1962, 9: 101−109.
|
[5] |
Kharif C, Pelinovsky E, Talipova T. Freak wave generation in shallow water[J]. Comptes Rendus de l Académie des Sciences-Series IIB-Mechanics, 2000, 328(11): 801−807.
|
[6] |
Kriebel D L, Alsia M V. Simulation of extreme waves in a background random sea[C]//Proceedings of the Tenth International Offshore and Polar Engineering Conference. Seattle: OnePetro, 2000: 31−37.
|
[7] |
裴玉国. 畸形波的生成及基本特性研究[D]. 大连: 大连理工大学, 2008.
Pei Yuguo. The generation of freak waves and its behaviors[D]. Dalian: Dalian University of Technology, 2008.
|
[8] |
Johannessen T B, Swan C. Nonlinear transient water waves—part I. A numerical method of computation with comparisons to 2-D laboratory data[J]. Applied Ocean Research, 1997, 19(5/6): 293−308.
|
[9] |
李润锋, 赵刘群, 朱良生. 畸形波的非线性生成及特性初步分析[J]. 中国造船, 2020, 61(S2): 27−36. doi: 10.3969/j.issn.1000-4882.2020.z2.004
Li Runfeng, Zhao Liuqun, Zhu Liangsheng. Analysis of formation and characteristics of abnormal wave[J]. Shipbuilding of China, 2020, 61(S2): 27−36. doi: 10.3969/j.issn.1000-4882.2020.z2.004
|
[10] |
Baldock T E, Swan C, Taylor P H. A laboratory study of nonlinear surface waves on water[J]. Philosophical Transactions of the Royal Society of London. Series A: Mathematical, Physical and Engineering Sciences, 1996, 354(1707): 649−676. doi: 10.1098/rsta.1996.0022
|
[11] |
Ning D Z, Zang J, Liu S X, et al. Free-surface evolution and wave kinematics for nonlinear uni-directional focused wave groups[J]. Ocean Engineering, 2009, 36(15/16): 1226−1243.
|
[12] |
Whittaker C N, Fitzgerald C J, Raby A C, et al. Optimisation of focused wave group runup on a plane beach[J]. Coastal Engineering, 2017, 121: 44−55. doi: 10.1016/j.coastaleng.2016.12.001
|
[13] |
刘必劲, 张振伟, 刘忠波, 等. 基于Boussinesq水波模型的聚焦波模拟[J]. 海洋学报, 2021, 43(3): 31−39.
Liu Bijin, Zhang Zhenwei, Liu Zhongbo, et al. Simulating the evolution of a focused wave group by a Boussinesq-type model[J]. Haiyang Xuebao, 2021, 43(3): 31−39.
|
[14] |
卓晓玲. 聚焦波与水流及结构物作用的数值模拟[D]. 大连: 大连理工大学, 2013.
Zhuo Xiaoling. Numerical investigation on the interaction of focused waves with uniform current and structures[D]. Dalian: Dalian University of Technology, 2013.
|
[15] |
Beji S, Battjes J A. Experimental investigation of wave propagation over a bar[J]. Coastal Engineering, 1993, 19(1/2): 151−162.
|
[16] |
边峰, 黄哲, 琚烈红. 不同结构形式潜堤消浪性能物理模型试验研究[J]. 水运工程, 2020(8): 36−41, 58. doi: 10.3969/j.issn.1002-4972.2020.08.006
Bian Feng, Huang Zhe, Ju Liehong. Physical model test study on wave resistance performance of submerged breakwaters with different structure forms[J]. Port & Waterway Engineering, 2020(8): 36−41, 58. doi: 10.3969/j.issn.1002-4972.2020.08.006
|
[17] |
郑艳娜, 赵勇, 詹坤. 规则波作用下组合式潜堤消浪性能试验研究[J]. 水运工程, 2017(3): 40−43. doi: 10.3969/j.issn.1002-4972.2017.03.008
Zheng Yanna, Zhao Yong, Zhan Kun. Experimental study on performance of combined submerged breakwaters in regular wave[J]. Port & Waterway Engineering, 2017(3): 40−43. doi: 10.3969/j.issn.1002-4972.2017.03.008
|
[18] |
Sun Jiawen, Ma Zhe, Wang Dongxu, et al. Numerical study of the run-up of a solitary wave after propagation over a saw-tooth-shaped submerged breakwater[J]. International Journal of Naval Architecture and Ocean Engineering, 2020, 12: 283−296. doi: 10.1016/j.ijnaoe.2019.11.002
|
[19] |
Han Xinyu, Dong Sheng. Interaction of solitary wave with submerged breakwater by smoothed particle hydrodynamics[J]. Ocean Engineering, 2020, 216(1/2): 108108.
|
[20] |
Liang Bingchen, Wu Guoxiang, Liu Fushun, et al. Numerical study of wave transmission over double submerged breakwaters using non-hydrostatic wave model[J]. Oceanologia, 2015, 57(4): 308−317. doi: 10.1016/j.oceano.2015.07.002
|
[21] |
Li Mengyu, Zhao Xizeng, Ye Zhouteng, et al. Generation of regular and focused waves by using an internal wave maker in a CIP-based model[J]. Ocean Engineering, 2018, 167: 334−347. doi: 10.1016/j.oceaneng.2018.08.048
|
[22] |
Liu Cheng, Liu Xiaoping, Jiang Changbo. Numerical simulation of wave field near submerged bars by PLIC-VOF model[J]. China Ocean Engineering, 2005, 19(3): 509−518.
|
[23] |
Sollitt C K, Cross R H. Wave transmission through permeable breakwaters[C]//Proceedings of the 13th International Conference on Coastal Engineering. Vancouver: ASCE, 1973: 1827−1846.
|
[24] |
Twu S W, Liu C C. Interaction of non-breaking regular waves with a periodic array of artificial porous bars[J]. Coastal Engineering, 2004, 51(3): 223−236. doi: 10.1016/j.coastaleng.2004.01.002
|
[25] |
蒋昌波, 刘静, 陈杰, 等. 孤立波通过透水潜堤水动力特性试验[J]. 长沙理工大学学报(自然科学版), 2013, 10(2): 40−45.
Jiang Changbo, Liu Jing, Chen Jie, et al. Hydrodynamic characteristic of solitary wave passing the permeable submerged breakwater[J]. Journal of Changsha University of Science and Technology (Natural Science), 2013, 10(2): 40−45.
|
[26] |
刘胜宇, 蒋昌波, 陈杰, 等. 双列可渗潜堤消波性能实验[J]. 交通科学与工程, 2011, 27(3): 65−70. doi: 10.3969/j.issn.1674-599X.2011.03.013
Liu Shengyu, Jiang Changbo, Chen Jie, et al. Experiment of wave reduction of the double permeable submerged breakwater on the slopes[J]. Journal of Transport Science and Engineering, 2011, 27(3): 65−70. doi: 10.3969/j.issn.1674-599X.2011.03.013
|
[27] |
Koraim A S, Heikal E M, Abo Zaid A A. Hydrodynamic characteristics of porous seawall protected by submerged breakwater[J]. Applied Ocean Research, 2014, 46: 1−14. doi: 10.1016/j.apor.2014.01.003
|
[28] |
Shao Songdong. Incompressible SPH flow model for wave interactions with porous media[J]. Coastal Engineering, 2010, 57(3): 304−316. doi: 10.1016/j.coastaleng.2009.10.012
|
[29] |
Huang C J, Chang H H, Hwung H H. Structural permeability effects on the interaction of a solitary wave and a submerged breakwater[J]. Coastal Engineering, 2003, 49(1/2): 1−24.
|
[30] |
Hieu P D, Tanimoto K. Verification of a VOF-based two-phase flow model for wave breaking and wave–structure interactions[J]. Ocean Engineering, 2006, 33(11/12): 1565−1588.
|
[31] |
Ma Gangfeng, Shi Fengyan, Hsiao S C, et al. Non-hydrostatic modeling of wave interactions with porous structures[J]. Coastal Engineering, 2014, 91: 84−98. doi: 10.1016/j.coastaleng.2014.05.004
|
[32] |
Wu Yunta, Hsiao S C. Propagation of solitary waves over a submerged permeable breakwater[J]. Coastal Engineering, 2013, 81: 1−18. doi: 10.1016/j.coastaleng.2013.06.005
|
[33] |
Behera H, Khan M B M. Numerical modeling for wave attenuation in double trapezoidal porous structures[J]. Ocean Engineering, 2019, 184: 91−106. doi: 10.1016/j.oceaneng.2019.05.006
|
[34] |
Booshi S, Ketabdari M J. Modeling of solitary wave interaction with emerged porous breakwater using PLIC-VOF method[J]. Ocean Engineering, 2021, 241: 110041. doi: 10.1016/j.oceaneng.2021.110041
|
[35] |
Zhang J S, Jeng D S, Liu P L F. Numerical study for waves propagating over a porous seabed around a submerged permeable breakwater: PORO-WSSI II model[J]. Ocean Engineering, 2011, 38(7): 954−966. doi: 10.1016/j.oceaneng.2010.10.018
|
[36] |
Hsu T J, Sakakiyama T, Liu P L F. A numerical model for wave motions and turbulence flows in front of a composite breakwater[J]. Coastal Engineering, 2002, 46(1): 25−50. doi: 10.1016/S0378-3839(02)00045-5
|
[37] |
van Gent M R A. The modelling of wave action on and in coastal structures[J]. Coastal Engineering, 1994, 22(3/4): 311−339.
|
[38] |
Liu P L F, Lin Pengzhi, Chang Kangan, et al. Numerical modeling of wave interaction with porous structures[J]. Journal of Waterway, Port, Coastal, and Ocean Engineering, 1999, 125(6): 322−330. doi: 10.1061/(ASCE)0733-950X(1999)125:6(322)
|
[39] |
Rodi W. Examples of calculation methods for flow and mixing in stratified fluids[J]. Journal of Geophysical Research: Oceans, 1987, 92(C5): 5305−5328. doi: 10.1029/JC092iC05p05305
|
[40] |
Nakayama A, Kuwahara F. A macroscopic turbulence model for flow in a porous medium[J]. Journal of Fluids Engineering, 1999, 121(2): 427−433. doi: 10.1115/1.2822227
|
[41] |
Schäffer H A. Second-order wavemaker theory for irregular waves[J]. Ocean Engineering, 1996, 23(1): 47−88. doi: 10.1016/0029-8018(95)00013-B
|
[42] |
Warner J C, Geyer W R, Lerczak J A. Numerical modeling of an estuary: a comprehensive skill assessment[J]. Journal of Geophysical Research: Oceans, 2005, 110(C5): C05001.
|
[43] |
Willmott C J. On the validation of models[J]. Physical Geography, 1981, 2(2): 184−194. doi: 10.1080/02723646.1981.10642213
|