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Zhao Yongsen,Chen Hongzhou,Gui Fukun, et al. The impact of pile spacing and wave direction on wave energy variation in pile-net enclosed aquaculture areas[J]. Haiyang Xuebao,2024, 46(11):1–9 doi: 10.12284/hyxb2024126
Citation: Zhao Yongsen,Chen Hongzhou,Gui Fukun, et al. The impact of pile spacing and wave direction on wave energy variation in pile-net enclosed aquaculture areas[J]. Haiyang Xuebao,2024, 46(11):1–9 doi: 10.12284/hyxb2024126

The impact of pile spacing and wave direction on wave energy variation in pile-net enclosed aquaculture areas

doi: 10.12284/hyxb2024126
  • Received Date: 2024-06-26
  • Rev Recd Date: 2024-11-12
  • Available Online: 2024-11-22
  • The distribution of wave energy in enclosure aquaculture areas not only significantly influences nutrient transport but also constitutes a critical hydrological factor in validating the design of structures in inner aquaculture area. Investigating the changes in wave field energy influenced by these structures is crucial. The FUNWAVE 2.0 numerical model was employed to simulate irregular wave propagation in aquaculture areas with varying pile-net enclosure structures. The effects of pile spacing and incident wave angles in the evolution of wave energy was examined. The results indicate that if the internal facilities are positioned close to the outer pile-net enclosure structure, the pile spacing should be less than 1.0 m, provided that structural stability is ensured. Conversely, if the internal facilities are located farther from the outer pile-net enclosure, a pile spacing greater than 1.0 m should be selected. Additionally, oblique wave incidents may pose greater structural challenges at certain locations compared to normally incident waves, which should also be considered during design.
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  • [1]
    韩昕辰, 宋炜, 桂福坤, 等. 大黄鱼仿生态连岸式大型围栏养殖技术[J]. 中国水产, 2022(11): 79−81. doi: 10.3969/j.issn.1002-6681.2022.11.zhongguosc202211030

    Han Xinchen, Song Wei, Gui Fukun, et al. Bionic aquaculture technology of the shore large-scale fence in larimichthys crocea[J]. China Fisheries, 2022(11): 79−81. doi: 10.3969/j.issn.1002-6681.2022.11.zhongguosc202211030
    [2]
    Yang Hui, Zhao Yunpeng, Bi Chunwei, et al. Experimental study on the interaction between focused waves and pipe pile enclosure structure[C]//Proceedings of the 29th International Ocean and Polar Engineering Conference. Honolulu, USA: ISOPE, 2019.
    [3]
    林斌, 董志勇, 王品. 桩柱间距对桩柱上波浪荷载的影响[J]. 水运工程, 2016(5): 52−58. doi: 10.3969/j.issn.1002-4972.2016.05.010

    Lin Bin, Dong Zhiyong, Wang Pin. Influence of spacing between piles on on-coming wave force[J]. Port & Waterway Engineering, 2016(5): 52−58. doi: 10.3969/j.issn.1002-4972.2016.05.010
    [4]
    陈天华, 孟昂, 桂福坤. 波浪高度及方向对桩柱式围网养殖系统网片水力特性的影响[J]. 农业工程学报, 2017, 33(2): 245−251. doi: 10.11975/j.issn.1002-6819.2017.02.034

    Chen Tianhua, Meng Ang, Gui Fukun. Effect of wave height and direction on hydraulic characteristics of net of pile-column type net enclosure aquaculture system[J]. Transactions of the Chinese Society of Agricultural Engineering, 2017, 33(2): 245−251. doi: 10.11975/j.issn.1002-6819.2017.02.034
    [5]
    陈天华, 潘昀, 冯德军, 等. 固定方式对水流作用下桩柱式围网网片力学特性的影响[J]. 水产学报, 2018, 42(3): 452−460.

    Chen Tianhua, Pan Yun, Feng Dejun, et al. Effect on hydrodynamics of unit net of a column-type net enclosure aquaculture engineering in current by fixations[J]. Journal of Fisheries of China, 2018, 42(3): 452−460.
    [6]
    桂福坤, 张斌斌, 曲晓玉, 等. 波流作用下围网养殖工程的桩柱结构受力分析[J]. 农业工程学报, 2020, 36(11): 31−38. doi: 10.11975/j.issn.1002-6819.2020.11.004

    Gui Fukun, Zhang Binbin, Qu Xiaoyu, et al. Force analysis of piles in net enclosure aquaculture engineering subjected to waves and current[J]. Transactions of the Chinese Society of Agricultural Engineering, 2020, 36(11): 31−38. doi: 10.11975/j.issn.1002-6819.2020.11.004
    [7]
    Zhao Yunpeng, Chen Qiupan, Bi Chunwei. Numerical investigation of nonlinear wave loads on a trestle-netting enclosure aquaculture facility[J]. Ocean Engineering, 2022, 257: 111610. doi: 10.1016/j.oceaneng.2022.111610
    [8]
    Yang Hui, Xu Zhijing, Bi Chunwei, et al. Numerical modeling of interaction between steady flow and pile-net structures using a one-way coupling model[J]. Ocean Engineering, 2022, 254: 111362. doi: 10.1016/j.oceaneng.2022.111362
    [9]
    辛连鑫, 毕春伟, 赵云鹏, 等. 基于FUNWAVE-TVD模型的离岸养殖围网内外波浪场数值模拟研究[J]. 渔业科学进展, 2022, 43(6): 1−10.

    Xin Lianxin, Bi Chunwei, Zhao Yunpeng, et al. Numerical study on wave fields inside and around an offshore pile-net enclosure structure based on FUNWAVE-TVD model[J]. Progress in Fishery Sciences, 2022, 43(6): 1−10.
    [10]
    Cui Yong, Wang Gang, Guan Changtao. Numerical and experimental investigations of hydrodynamics of a fully-enclosed pile-net aquaculture pen in regular waves[J]. Frontiers in Marine Science, 2023, 10: 1175852. doi: 10.3389/fmars.2023.1175852
    [11]
    Chen Hongzhou, Zhao Yongsen, Mei Lili, et al. Laboratory observation of nonlinear wave shapes due to spatial varying opposing currents[J]. Coastal Engineering, 2024, 190: 104500. doi: 10.1016/j.coastaleng.2024.104500
    [12]
    Chen Qin, Kirby J T, Dalrymple R A, et al. Boussinesq modeling of wave transformation, breaking, and runup. II: 2D[J]. Journal of Waterway, Port, Coastal, and Ocean Engineering, 2000, 126(1): 48−56. doi: 10.1061/(ASCE)0733-950X(2000)126:1(48)
    [13]
    Bi Chunwei, Zhao Yunpeng, Dong Guohai. Numerical study on the hydrodynamic characteristics of biofouled full-scale net cage[J]. China Ocean Engineering, 2015, 29(3): 401−414.
    [14]
    Bi Chunwei, Zhao Yunpeng, Dong Guohai, et al. Experimental and numerical investigation on the damping effect of net cages in waves[J]. Journal of Fluids and Structures, 2015, 55: 122−138. doi: 10.1016/j.jfluidstructs.2015.02.010
    [15]
    Tsukrov I, Eroshkin O, Fredriksson D, et al. Finite element modeling of net panels using a consistent net element[J]. Ocean Engineering, 2003, 30(2): 251−270.
    [16]
    Balash C, Colbourne B, Bose N, et al. Aquaculture net drag force and added mass[J]. Aquacultural Engineering, 2009, 41(1): 14−21. doi: 10.1016/j.aquaeng.2009.04.003
    [17]
    Aarsnes J V, Rudi H, Løland G. Current forces on cage, net deflection[C]//Engineering for Offshore Fish Farming-Proceedings of the Conference Organised by the Institution of Civil Engineers. Glasgow: Thomas Telford Publishing, 1990: 137–152.
    [18]
    Smith E R, Hesser T J, Smith J M. Two-and three-dimensional laboratory studies of wave breaking, dissipation, setup, and runup on reefs: ERDC/CHL TR-12-21[R]. Vicksburg: US Army Engineer Research and Development Center, 2012.
    [19]
    Lader P F, Olsen A, Jensen A, et al. Experimental investigation of the interaction between waves and net structures—Damping mechanism[J]. Aquacultural Engineering, 2007, 37(2): 100−114. doi: 10.1016/j.aquaeng.2007.03.001
    [20]
    Thornton E B, Guza R T. Transformation of wave height distribution[J]. Journal of Geophysical Research: Oceans, 1983, 88(C10): 5925−5938. doi: 10.1029/JC088iC10p05925
    [21]
    Ma Yuxiang, Chen Hongzhou, Ma Xiaozhou, et al. A numerical investigation on nonlinear transformation of obliquely incident random waves on plane sloping bottoms[J]. Coastal Engineering, 2017, 130: 65−84. doi: 10.1016/j.coastaleng.2017.10.003
    [22]
    Wang S K, Hsu T W, Weng W K, et al. A three-point method for estimating wave reflection of obliquely incident waves over a sloping bottom[J]. Coastal Engineering, 2008, 55(2): 125−138. doi: 10.1016/j.coastaleng.2007.09.002
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