管道内海水流动特性对碳钢阴极保护影响的试验与数值模拟研究
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吴昉赟, 乔睿鑫, 李旭宁, 尚浩杰, 陆丰华, 周澄, 王欣, 董亮
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Influence of Seawater Flow Characteristics Inside Pipelines on Cathodic Protection of Carbon Steel Pipelines-Experiment and Numerical Simulation
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WU Fangyun, QIAO Ruixin, LI Xuning, SHANG Haojie, LU Fenghua, ZHOU Cheng, WANG Xin, DONG Liang
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表1 弯头不同位置处20#碳钢阻抗数据
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Table 1 20# carbon steel impedance data at different positions of the elbow
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| Test site | Polarization potential E / V | RS / Ω·cm2 | CPE-T / F·cm-2 | CPE-P / F·cm-2 | Rp / Ω·cm2 |
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| B1 | -0.7 | 14.23 | 3.121 × 10-3 | 0.657 | 121.4 | | -0.8 | 14.13 | 2.284 × 10-3 | 0.786 | 105.7 | | -0.9 | 14.00 | 1.348 × 10-3 | 0.752 | 146.2 | | -1.0 | 15.12 | 9.473 × 10-4 | 0.843 | 130.3 | | -1.1 | 15.62 | 1.043 × 10-3 | 0.774 | 124.0 | | -1.2 | 17.98 | 8.996 × 10-4 | 0.774 | 128.5 | | B2 | -0.7 | 18.74 | 2.252 × 10-3 | 0.696 | 43.4 | | -0.8 | 18.74 | 2.264 × 10-3 | 0.679 | 89.73 | | -0.9 | 20.13 | 2.398 × 10-3 | 0.848 | 87.32 | | -1.0 | 14.99 | 1.466 × 10-3 | 0.830 | 93.00 | | -1.1 | 20.60 | 9.119 × 10-4 | 0.876 | 86.83 | | -1.2 | 25.56 | 7.404 × 10-4 | 0.752 | 88.50 | | B3 | -0.7 | 12.79 | 1.104 × 10-3 | 0.641 | 97.80 | | -0.8 | 12.8 | 1.326 × 10-3 | 0.708 | 96.19 | | -0.9 | 11.36 | 1.246 × 10-3 | 0.789 | 92.23 | | -1.0 | 11.58 | 7.838 × 10-4 | 0.745 | 93.62 | | -1.1 | 12.29 | 7.675 × 10-4 | 0.736 | 94.93 | | -1.2 | 16.26 | 1.147 × 10-3 | 0.729 | 96.90 | | C1 | -0.7 | 22.37 | 1.304 × 10-3 | 0.682 | 66.19 | | -0.8 | 17.44 | 1.433 × 10-3 | 0.748 | 144.6 | | -0.9 | 23.74 | 1.147 × 10-3 | 0.751 | 147.2 | | -1.0 | 17.78 | 1.352 × 10-3 | 0.842 | 137.10 | | -1.1 | 16.75 | 9.062 × 10-4 | 0.849 | 135.6 | | -1.2 | 22.37 | 1.304 × 10-3 | 0.682 | 133.5 | | C2 | -0.7 | 15.51 | 1.794 × 10-3 | 0.573 | 69.12 | | -0.8 | 15.4 | 1.912 × 10-3 | 0.634 | 113.2 | | -0.9 | 16.55 | 1.640 × 10-3 | 0.817 | 101.2 | | -1.0 | 14.48 | 8.132 × 10-4 | 0.795 | 120.1 | | -1.1 | 14.14 | 9.012 × 10-4 | 0.681 | 116.7 | | -1.2 | 29.34 | 7.146 × 10-4 | 0.988 | 108.4 | | C3 | -0.7 | 7.54 | 2.350 × 10-3 | 0.690 | 42.32 | | -0.8 | 7.73 | 2.077 × 10-3 | 0.771 | 100.1 | | -0.9 | 7.84 | 1.666 × 10-3 | 0.783 | 102.7 | | -1.0 | 8.44 | 1.015 × 10-3 | 0.904 | 101.6 | | -1.1 | 7.76 | 9.915 × 10-4 | 0.723 | 104.8 | | -1.2 | 9.59 | 1.929 × 10-3 | 0.656 | 125.4 |
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