[1]陈雪峰, 张梅, 李玉成. 开孔率对开孔板消浪效果影响的数值模拟研究[J]. 水道港口, 2013, 34(4): 285-292.
CHEN Xuefeng, ZHANG Mei, LI Yucheng. Numerical simulation study on effect of porosity on performance of perforated structures[J]. Journal of Waterway and Harbor, 2013, 34(4): 285-292.
[2]王国玉, 赵唯佼, 项竹青, 等. 开孔倾斜平板消波效果试验研究[J]. 水利水电科技进展, 2017, 37(1): 22-26.
WANG Guoyu, ZHAO Weijiao, XIANG Zhuqing, et al. Experimental study on wave-damping performance of porous inclined plate[J]. Advances in Science and Technology of Water Resources, 2017, 37(1): 22-26.
[3]CHIOUKH N, EVIK E, YKSEL Y. Reflection and transmission of regular waves from/through single and double perforated thin walls[J]. China Ocean Engineering, 2017, 31(4): 466-475.
[4]WANG Y X, REN X Z, DONG P, et al. Three-dimensional numerical simulation of wave interaction with perforated quasi-ellipse caisson[J]. Water Science and Engineering, 2011, 4(1): 46-60.
[5]徐宁, 杨小桦, 庞丹, 等. 透空式双层板防波堤消波特性研究[J]. 中国水运, 2014, 14(7): 214-216.
XU Ning, YANG Xiaohua, PANG Dan, et al. Study on wave-dissipating performance of twin-plate penetrating breakwater[J]. China Water Transport, 2014, 14(7): 214-216.
[6]耿宝磊, 王荣泉, 宁德志, 等. 波浪与直墙前多层透空薄板作用的解析研究[J]. 水道港口, 2017, 38(1): 8-15.
GENG Baolei, WANG Rongquan, NING Dezhi, et al. Analytical study on wave interaction with multi-layer perforated plates in front of vertical wall[J]. Journal of Waterway and Harbor, 2017, 38(1): 8-15.
[7]ELBISY M S. Wave interactions with multiple semi-immersed Jarlan-type perforated breakwaters[J]. China Ocean Engineering, 2017, 31(3): 341-349.
[8]陈伟毅, 陈宏沼, 詹昌洵, 等. 组合透空板式防波堤的消浪性能试验研究[J]. 中国水运, 2016, 16(5): 176-178.
CHEN Weiyi, CHEN Hongzhao, ZHAN Changxun, et al. Experimental study on wave-damping perfor-mance of perforated composite plate breakwater[J]. China Water Transport, 2016, 16(5): 176-178.
[9]DUAN J H, CHENG J S, WANG J P, et al. Wave diffraction on arc-shaped floating perforated breakwaters[J]. China Ocean Engineering, 2012, 26(2): 305-316.
[10]GREENE T R, HEINS A E. Water waves over a channel of finite depth with a submerged plane barrier[J]. Canadian Journal of Mathematics, 1950, XI(2): 210-222.
[11]CHEN X F, LI Y C, WANG Y X, et al. Numerical simulation of wave interaction with perforated caisson breakwaters[J]. China Ocean Engineering, 2003, 17(1): 33-43.
[12]李玉成. 波浪与水流共同作用下波浪要素的变化[J]. 海洋通报, 1984, 3(3): 1-12.
LI Yucheng. Changes of wave characteristics under coaction of waves and currents[J]. Marine Science Bulletin, 1984, 3(3): 1-12.
[13]BOCCOTTI P. Wave mechanics for ocean engineering[M]. Amsterdam, the Netherlands: Elsevier, 2000. |