Chinese Journal of Ship Research, Volume. 19, Issue 4, 202(2024)
Experimental study on the hydrodynamic characteristics of a combined structure of offshore wind turbine jacket and net cage
Figures & Tables(15)
![[in Chinese]](/Images/icon/loading.gif){kind=icon}
Table 1. Regular wave conditions for the hydrodynamic test of combined structure of jacket and net cage
View tableView in ArticleTable 1. Regular wave conditions for the hydrodynamic test of combined structure of jacket and net cage
工况 波高/m 周期/s 波向/（°） 工况 波高/m 周期/s 波向/（°） 1 0.3 1.34 0 10 0.3 1.34 45 2 0.2 1.79 0 11 0.2 1.79 45 3 0.1 2.24 0 12 0.1 2.24 45 4 0.3 1.34 0 13 0.3 1.34 45 5 0.2 1.79 0 14 0.2 1.79 45 6 0.1 2.24 0 15 0.1 2.24 45 7 0.3 1.34 0 16 0.3 1.34 45 8 0.2 1.79 0 17 0.2 1.79 45 9 0.1 2.24 0 18 0.1 2.24 45
Table 2. Loads on the pile foundation of jacket in regular waves when wave direction is 0°
View tableView in ArticleTable 2. Loads on the pile foundation of jacket in regular waves when wave direction is 0°
工况 波高/m 周期/s F1X /N F1Y /N F2X /N F2Y /N F3X /N F3Y /N F4X /N F4Y /N 1 0.3 2.24 22.492 3.021 26.325 1.580 24.123 1.447 24.546 3.276 2 0.2 2.24 13.597 1.812 15.949 0.967 14.239 0.854 15.117 2.022 3 0.1 2.24 6.024 0.801 6.368 0.392 5.473 0.328 6.537 0.821 4 0.3 1.79 23.449 3.112 29.579 1.715 27.451 1.647 26.939 3.521 5 0.2 1.79 12.576 1.655 18.372 1.112 17.024 1.021 13.880 1.792 6 0.1 1.79 6.541 0.865 10.027 0.622 9.192 0.552 6.881 0.899 7 0.3 1.34 11.444 1.521 19.140 1.138 18.566 1.114 13.821 1.653 8 0.2 1.34 8.642 1.135 14.534 0.862 13.288 0.797 9.701 1.281 9 0.1 1.34 3.385 0.451 6.769 0.423 6.343 0.381 3.870 0.502
Table 3. Loads on the pile foundation of jacket in regular waves when wave direction is 45°
View tableView in ArticleTable 3. Loads on the pile foundation of jacket in regular waves when wave direction is 45°
工况 波高/m 周期/s F1X /N F1Y /N F2X /N F2Y /N F3X /N F3Y /N F4X /N F4Y /N 1 0.3 2.24 16.948 0 26.268 1.562 22.135 0 26.944 1.611 2 0.2 2.24 11.097 0 14.549 0.865 14.532 0 13.895 0.833 3 0.1 2.24 4.894 0 6.453 0.382 6.807 0 6.527 0.396 4 0.3 1.79 21.788 0 23.232 1.953 20.349 0 24.119 1.932 5 0.2 1.79 11.964 0 17.071 1.012 14.065 0 16.756 1.012 6 0.1 1.79 6.958 0 8.825 0.521 6.691 0 8.688 0.531 7 0.3 1.34 11.086 0 22.299 1.325 15.630 0 23.406 1.421 8 0.2 1.34 9.888 0 11.667 0.689 11.002 0 9.826 0.568 9 0.1 1.34 4.164 0 5.608 0.321 5.871 0 4.249 0.256
Table 4. Loads on the pile foundation of combined structure of jacket and net cage in regular waves when wave direction is 0°
View tableView in ArticleTable 4. Loads on the pile foundation of combined structure of jacket and net cage in regular waves when wave direction is 0°
工况 波高/m 周期/s F1X /N F1Y /N F2X /N F2Y /N F3X /N F3Y /N F4X /N F4Y /N 1 0.3 2.24 22.301 2.932 30.171 1.862 28.115 1.746 25.535 3.052 2 0.2 2.24 9.986 1.331 16.581 1.033 16.305 1.021 10.959 1.414 3 0.1 2.24 2.776 0.372 7.869 0.478 9.006 0.536 2.361 0.385 4 0.3 1.79 20.531 2.663 27.333 1.682 24.109 1.481 24.906 3.113 5 0.2 1.79 11.204 1.452 17.133 1.031 15.581 0.992 13.054 1.651 6 0.1 1.79 3.985 0.521 8.402 0.532 7.716 0.499 4.653 0.586 7 0.3 1.34 11.397 1.483 20.168 1.246 17.830 1.185 13.287 1.662 8 0.2 1.34 6.411 0.836 13.130 0.811 12.330 0.792 7.831 0.936 9 0.1 1.34 1.889 0.247 6.686 0.416 6.399 0.396 2.634 0.297
Table 5. Loads on the pile foundation of combined structure of jacket and net cage in regular waves when wave direction is 45°
View tableView in ArticleTable 5. Loads on the pile foundation of combined structure of jacket and net cage in regular waves when wave direction is 45°
工况 波高/m 周期/s F1X /N F1Y /N F2X /N F2Y /N F3X/N F3Y /N F4X /N F4Y /N 1 0.3 2.24 25.042 0 27.542 1.731 24.025 0 25.784 1.679 2 0.2 2.24 12.644 0 13.979 0.922 12.667 0 13.836 0.913 3 0.1 2.24 5.421 0 6.425 0.411 6.055 0 6.042 0.391 4 0.3 1.79 20.766 0 26.184 1.725 24.588 0 24.912 1.622 5 0.2 1.79 12.204 0 14.632 0.901 13.306 0 13.832 0.896 6 0.1 1.79 6.206 0 6.927 0.402 6.034 0 7.049 0.426 7 0.3 1.34 13.398 0 17.439 1.131 18.306 0 17.223 1.125 8 0.2 1.34 9.151 0 11.764 0.766 10.752 0 11.277 0.751 9 0.1 1.34 4.933 0 5.853 0.386 4.919 0 6.145 0.397
Table 6. Tension force on the connection between jacket and net cage in regular waves when wave direction is 0°
View tableView in ArticleTable 6. Tension force on the connection between jacket and net cage in regular waves when wave direction is 0°
工况 波高/m 周期/s T1 /N T2 /N T3 /N T4 /N T5 /N T6 /N T7 /N T8 /N 1 0.3 2.24 15.73 9.44 9.23 18.69 12.27 9.85 8.25 15.36 2 0.2 2.24 6.79 3.53 3.48 7.72 5.28 4.27 3.86 6.35 3 0.1 2.24 1.58 1.22 1.31 2.69 1.37 1.52 0.94 2.29 4 0.3 1.79 12.08 10.83 10.65 21.33 9.78 11.38 8.44 17.79 5 0.2 1.79 5.66 5.46 5.33 11.48 4.65 6.34 3.73 9.39 6 0.1 1.79 1.49 1.36 1.32 3.07 1.41 1.74 1.11 2.59 7 0.3 1.34 10.82 5.22 5.25 11.26 8.21 6.28 6.88 9.31 8 0.2 1.34 6.42 3.92 3.88 8.65 5.43 4.92 4.85 7.00 9 0.1 1.34 1.19 1.05 1.08 2.30 1.22 1.30 1.04 1.96
Table 7. Tension force on the connection between jacket and net cage in regular waves when wave direction is 45°
View tableView in ArticleTable 7. Tension force on the connection between jacket and net cage in regular waves when wave direction is 45°
工况 波高/m 周期/s T1 /N T2 /N T3 /N T4 /N T5 /N T6 /N T7 /N T8 /N 1 0.3 2.24 9.31 12.94 13.22 13.38 6.79 12.75 6.71 12.73 2 0.2 2.24 3.33 5.62 5.10 6.75 2.40 6.34 2.44 6.30 3 0.1 2.24 0.69 1.68 1.08 1.67 0.51 2.32 0.53 1.19 4 0.3 1.79 10.30 13.32 17.52 12.90 7.97 12.64 8.72 12.50 5 0.2 1.79 4.55 7.04 6.87 6.57 3.51 6.82 3.52 6.73 6 0.1 1.79 0.80 1.93 1.31 2.19 0.67 2.14 0.63 2.11 7 0.3 1.34 8.36 9.37 13.72 8.89 7.21 10.30 7.81 10.26 8 0.2 1.34 3.47 4.85 5.30 5.63 3.53 6.74 3.46 6.56 9 0.1 1.34 0.64 1.26 1.12 1.45 0.72 1.81 0.52 1.79
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Kai WANG, Ruolang HAN, Tiaojian XU, Biao QIU, Fangwei RUAN, Junquan LIU. Experimental study on the hydrodynamic characteristics of a combined structure of offshore wind turbine jacket and net cage[J]. Chinese Journal of Ship Research, 2024, 19(4): 202
Paper Information
Category: Technology and Equipment for Development and Utilization of Marine New Energy
Received: Mar. 27, 2024
Accepted: --
Published Online: Mar. 14, 2025
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