文章摘要
崔勇,关长涛,秦升杰,公丕海,王新军.波浪作用下半潜式养殖网箱水动力特性.渔业科学进展,2022,43(6):11-17
波浪作用下半潜式养殖网箱水动力特性
Hydrodynamic characteristics of a semisubmersible aquaculture cage under waves
投稿时间:2021-05-26  修订日期:2021-06-18
DOI:10.19663/j.issn2095-9869.20210526002
中文关键词: 水产养殖  波浪  水动力  网箱  深远海  有限元
英文关键词: Aquaculture  Wave  Hydrodynamic characteristic  Fish cages  Deep-sea  Finite element method
基金项目:
作者单位
崔勇 中国水产科学研究院黄海水产研究所 农业农村部海洋渔业可持续发展重点试验室 山东 青岛 266071 
关长涛 中国水产科学研究院黄海水产研究所 农业农村部海洋渔业可持续发展重点试验室 山东 青岛 266071 
秦升杰 中国水产科学研究院黄海水产研究所 农业农村部海洋渔业可持续发展重点试验室 山东 青岛 266071 
公丕海 中国水产科学研究院黄海水产研究所 农业农村部海洋渔业可持续发展重点试验室 山东 青岛 266071 
王新军 东营市康华海洋科技有限公司 山东 东营 257599 
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中文摘要:
      半潜式深远海养殖网箱在波浪作用下会发生变形与运动。为保证网箱结构的稳定性,需对其水动力特性进行分析。本研究基于有限元法建立了波浪作用下一种半潜式网箱的数值模型,通过仿真计算求解网箱的锚绳受力与运动情况。首先,将计算机模拟值与物理水槽试验值进行比较,验证数值模型的准确性。然后,分别研究了半潜式网箱在3种压载状态下的动力响应情况,分析比较了不同波浪条件下网箱锚绳张力、垂荡、纵荡和纵摇的计算结果。结果显示,计算值与试验值基本吻合,二者的相对误差在5%左右。当波高一定时,网箱迎浪侧和背浪侧锚绳受力与波浪周期改变无明显关联;当周期一定时,两侧锚绳受力均随波高的增加而增大。网箱的垂荡、纵荡及纵摇值均与波高呈正相关,随着半潜式网箱吃水的增加,网箱的垂荡、纵荡及纵摇值基本呈减小趋势。网箱在3种压载状态下最大垂荡值和纵荡值分别为12.67 m和10.59 m,网箱在空载状态下的最大纵摇值≤15°,表明半潜式网箱结构具有较好的稳定性。研究结果可为我国深远海养殖网箱设计提供理论参考。
英文摘要:
      There is strategic demand in China to open up space for deep-sea aquaculture and develop related large-scale base-station equipment and technology. Research and development of deep-sea aquaculture cages will greatly promote the spatial expansion and production-mode transformation of aquaculture in China and improve the utilization capacity of deep-sea and fishery resources. Generally, large cages located in deep water are more vulnerable to strong currents, high waves, and typhoons than cages inshore. It is critical to analyze the hydrodynamic characteristics of such cages because of their rocking and drifting motions under heavy marine environmental loads. In this study, a numerical model of a semi-submersible cage under wave action was established based on the finite element method, and the mooring line tension and motion of the cage were calculated by simulations. The cage was modeled using the 3D modeling software Creo Elements/Pro. After model development, it was imported into ANSYS for pre-processing. The simplified cage structure model was imported into the ANSYS Workbench to divide the mesh; the hydrodynamic response and other data related to the cage structure could then be analyzed by establishing a wet surface model. The water depth calculated by numerical simulation in this study was 120 m. The cage adopts a 4-point anchoring form, and the length of the anchor rope is 360 m. The cage can reach a semi-submersible working state by adjusting the bottom pontoon. To compare the dynamic response characteristics of the cage under different draft conditions, three different working conditions were set for the semi-submersible cage: no-load (draft depth of 8.4 m), half-load (draft depth of 33.6 m), and full-load (draft depth of 43.2 m). First, the accuracy of the numerical model was verified by comparing the computer simulation values with the physical flume test values. Then, the dynamic responses of the semi-submersible cage were studied under three ballast conditions. Finally, the calculation results of the mooring line tension, heave, surge, and pitch of the cage were analyzed and compared under different wave conditions. The results show that the calculated values were in agreement with experimental values, and the relative error between them was approximately 5%. This demonstrates that the numerical model can be used to analyze the hydrodynamic characteristics of the semi-submersible deep-sea cage. When the wave height is the same, there is no obvious correlation between the mooring line tension of the cage and the wave period. On the other hand, when the wave period is constant, the mooring line tension on both sides increases with an increase in wave height. Additionally, the heave, surge, and pitch of the cage were all positively correlated with the wave height. With an increase in the draft of the semi-submersible cage, the heave, surge, and pitch values of the cage decreased. The maximum heave and surge values of the cage are 12.67 m and 10.59 m, respectively, under the three ballast conditions, and the maximum pitch value of the cage under no-load conditions is less than 15°. Based on the above work, it can be observed that the semi-submersible cage structure has good stability. Moreover, the results can provide a theoretical reference for the design of marine cages in China.
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