Chinese Journal of Ship Research, Volume. 17, Issue 6, 193(2022)

Numerical simulation analysis on hydrodynamic performance of platform with string-type mooring system

Chong FU1, Liuqun ZHAO2, and Lei SUN1,3
Author Affiliations
  • 1School of Naval Architecture & Ocean Engineering, Dalian University of Technology, Dalian 116024, China
  • 2The Second Engineering Company of CCCC Fourth Harbor Engineering Co., Ltd., Guangdong 510230, China
  • 3Collaborative Innovation Center for Advanced Ship and Deep-Sea Exploration, Shanghai 200240, China
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    Figures & Tables(34)
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    • Table 1. Parameters of the mooring platform

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      Table 1. Parameters of the mooring platform

      参数数值
      船长/m120
      水线长/m115
      型宽/m30
      型深/m16
      吃水/m8
      排水量/t24 347
      重心纵向位置(距艉垂线) /m54
      重心垂向位置(距基线) /m11
      横摇惯性半径/m11
      纵摇惯性半径/m28.75
      转艏惯性半径/m28.75
    • Table 2. Parameters of wharf and tide level

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      Table 2. Parameters of wharf and tide level

      参数数值
      潮差/m2.5
      最低潮位/m9.6
      码头面高程/m14.1
      护舷间隙/m1
    • Table 3. Tide level conditions

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      Table 3. Tide level conditions

      潮位水深/m
      最高12.1
      3/411.475
      1/210.85
      1/410.225
      最低9.6
    • Table 4. Environmental parameters of wind and wave

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      Table 4. Environmental parameters of wind and wave

      参数数值
      有义波高/m3.47
      周期/s6.02
      谱峰周期/s7.83
      浪向角/(°)90
    • Table 5. Wind load conditions

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      Table 5. Wind load conditions

      风向/(°)风速/(m·s−1)类型
      028定常风
      4528定常风
      9028定常风
      13528定常风
      18028定常风
      22528定常风
      27028定常风
      31528定常风
    • Table 6. Main dimensions of the FPSO verification model

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      Table 6. Main dimensions of the FPSO verification model

      参数数值
      垂线间长/m285
      船宽/m63
      吃水/m13
      排水量/t225 518
      重心纵向位置(距艉垂线)/m142.5
      重心垂向位置(距基线)/m16.5
      横摇惯性半径/m19.45
      纵摇惯性半径/m71.25
      艏摇惯性半径/m71.25
    • Table 7. RAO peaks of the moored platform with various grid sizes

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      Table 7. RAO peaks of the moored platform with various grid sizes

      网格尺寸/m横摇RAO峰值/(°)横荡RAO峰值/m升沉RAO峰值/m
      2.38.704.351.40
      1.88.744.351.40
      1.28.824.351.40
      0.98.824.351.40
    • Table 8. Mean values of motion response of the moored platform at different time steps

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      Table 8. Mean values of motion response of the moored platform at different time steps

      时间步长/s横摇均值/(°)横荡均值/m升沉均值/m
      0.05−0.24−0.820.06
      0.10−0.24−0.820.06
      0.20−0.23−0.810.04
    • Table 9. Six-DOF motion range statistics of the moored platform at different tide levels

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      Table 9. Six-DOF motion range statistics of the moored platform at different tide levels

      潮位缆绳系泊弦式系泊
      横摇/(°)纵摇/(°)转艏/(°)纵荡/m横荡/m升沉/m横摇/(°)纵摇/(°)转艏/(°)纵荡/m横荡/m升沉/m
      最高16.731.032.101.182.943.6514.440.612.651.994.183.54
      3/416.320.942.081.173.093.2912.660.492.722.164.443.27
      1/217.590.832.251.273.352.9111.170.452.942.414.572.90
      1/417.050.752.221.333.332.469.230.522.622.384.492.44
      最低15.630.642.271.293.341.927.570.572.482.324.321.90
    • Table 10. Maximum value statistics of six-DOF motion limit of the moored platform at different tide levels

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      Table 10. Maximum value statistics of six-DOF motion limit of the moored platform at different tide levels

      潮位运动方向缆绳系泊弦式系泊
      横摇/(°)纵摇/(°)转艏/(°)纵荡/m横荡/m升沉/m横摇/(°)纵摇/(°)转艏/(°)纵荡/m横荡/m升沉/m
      最高正向1.290.451.110.750.571.546.330.251.200.930.551.84
      负向−15.44−0.57−0.99−0.43−2.37−2.11−8.10−0.36−1.44−1.06−3.62−1.70
      3/4正向1.410.391.130.710.561.365.530.191.311.000.551.66
      负向−14.91−0.55−0.95−0.46−2.52−1.92−7.13−0.30−1.41−1.15−3.89−1.61
      1/2正向1.960.331.280.730.571.204.890.181.441.090.561.42
      负向−15.64−0.50−0.98−0.53−2.78−1.71−6.29−0.27−1.50−1.32−4.02−1.48
      1/4正向2.670.301.260.760.561.023.910.211.271.060.561.13
      负向−14.38−0.45−0.96−0.57−2.77−1.45−5.32−0.30−1.35−1.32−3.93−1.31
      最低正向3.070.281.290.670.560.773.120.221.181.060.590.87
      负向−12.57−0.36−0.98−0.62−2.79−1.15−4.44−0.35−1.30−1.26−3.73−1.03
    • Table 11. Mean value statistics of six-DOF motion response of the moored platform at different tide levels

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      Table 11. Mean value statistics of six-DOF motion response of the moored platform at different tide levels

      潮位缆绳系泊弦式系泊
      横摇/(°)纵摇/(°)转艏/(°)纵荡/m横荡/m升沉/m横摇/(°)纵摇/(°)转艏/(°)纵荡/m横荡/m升沉/m
      最高−4.35−0.02−0.010.08−0.42−0.05−0.36−0.03−0.06−0.08−0.960.07
      3/4−3.84−0.020.000.07−0.44−0.05−0.36−0.03−0.05−0.09−1.070.06
      1/2−3.33−0.02−0.010.08−0.49−0.04−0.39−0.03−0.04−0.08−1.140.05
      1/4−2.83−0.02−0.010.09−0.51−0.03−0.44−0.02−0.02−0.06−1.160.05
      最低−2.33−0.020.000.08−0.52−0.03−0.51−0.020.00−0.03−1.120.04
    • Table 12. Six-DOF motion range statistics of the moored platform in each wind direction

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      Table 12. Six-DOF motion range statistics of the moored platform in each wind direction

      风向/(°)弦式系泊缆绳系泊
      横摇/(°)纵摇/(°)转艏/(°)纵荡/m横荡/m升沉/m横摇/(°)纵摇/(°)转艏/(°)纵荡/m横荡/m升沉/m
      无风14.4380.6072.6491.9884.1773.54016.7301.0282.0991.1802.9433.651
      014.5500.6282.6512.0264.1683.53616.4581.0692.1241.1222.9413.647
      4514.9700.6062.5472.0674.1493.53116.3901.0422.1691.1212.9873.632
      9014.6680.5892.4462.0284.1433.53316.5041.0012.1101.0733.0893.624
      13514.3930.5892.4562.0614.1433.54616.8540.9892.0771.1332.9303.638
      18014.5610.5872.5781.9574.1653.55716.7420.9792.0221.1762.9433.650
      22514.0650.5882.5952.0794.1843.55516.9310.9801.9541.1492.9713.665
      27014.0080.5992.6892.1164.1933.55516.8611.0041.9451.1532.9723.668
      31514.1510.6142.6012.2254.1823.54916.8301.0361.9871.1392.9523.664
    • Table 13. Mean value statistics of six-DOF motion response of the moored platform in each wind direction

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      Table 13. Mean value statistics of six-DOF motion response of the moored platform in each wind direction

      风向/(°)弦式系泊缆绳系泊
      横摇/(°)纵摇/(°)转艏/(°)纵荡/m横荡/m升沉/m横摇/(°)纵摇/(°)转艏/(°)纵荡/m横荡/m升沉/m
      无风−0.358−0.032−0.056−0.080−0.9610.071−4.346−0.025−0.0060.077−0.417−0.050
      0−0.353−0.033−0.0420.001−0.9590.071−4.352−0.027−0.0260.116−0.416−0.050
      45−0.350−0.033−0.050−0.022−0.9230.070−4.263−0.027−0.0190.104−0.398−0.050
      90−0.348−0.032−0.062−0.084−0.9060.069−4.216−0.026−0.0040.076−0.390−0.049
      135−0.349−0.031−0.066−0.138−0.9210.070−4.241−0.0240.0090.049−0.397−0.050
      180−0.354−0.031−0.066−0.159−0.9590.072−4.340−0.0220.0140.038−0.417−0.050
      225−0.359−0.031−0.058−0.130−0.9900.073−4.453−0.0220.0060.049−0.438−0.051
      270−0.360−0.031−0.047−0.072−1.0020.073−4.507−0.024−0.0090.077−0.448−0.052
      315−0.358−0.032−0.040−0.019−0.9900.072−4.472−0.026−0.0220.104−0.439−0.051
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    Chong FU, Liuqun ZHAO, Lei SUN. Numerical simulation analysis on hydrodynamic performance of platform with string-type mooring system[J]. Chinese Journal of Ship Research, 2022, 17(6): 193

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    Paper Information

    Category: Ship Design and Performance

    Received: Apr. 1, 2021

    Accepted: --

    Published Online: Mar. 26, 2025

    The Author Email:

    DOI:10.19693/j.issn.1673-3185.02338

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