首页|基于Flow-3D的吸力桶基础固化土抗冲刷效果数值模拟

基于Flow-3D的吸力桶基础固化土抗冲刷效果数值模拟

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为研究不同固化土防护厚度对吸力桶基础防护效果的影响,针对直径为10 m的吸力桶基础采用Flow-3D建立计算模型,结合淤泥固化机理对比分析在不同流速下0 m、0.4 m、0.6 m防护厚度对吸力桶基础抗冲刷特性的影响.结果表明:固化土防护厚度与防护效果有明显正相关性,0.6 m厚度最大可提高防护效果66.47%;冲刷深度发展曲线近似呈对数型曲线形状,增长曲线斜率在约1 200 s时最大,0.6 m比0.4m厚度提前达到平衡状态;引入不同防护厚度之间的防护比率关系公式,对比发现10 m直径及以上吸力桶基础采用固化土防护厚度不宜小于0.4 m.结论可为同类冲刷防护项目和工程设计提供参考.
Numerical Simulation of Anti-washout Effect of Solidified Soil for Suction Cylinder Foundation Based on Flow-3D
In order to study the influence of different solidified soil protection thickness on the protection effect on suction cylinder foundation,Flow-3D is used to establish a calculation model for the suction cylinder foundation with a diameter of 10 m,and combined with the silt curing mechanism the influence on the anti-washout characteristics of the suction cylinder foundation under the conditions of 0m,0.4m,0.6m protection thickness of the solidified soil at different flow speeds is comparatively analyzed.The results show that:there is an obvious positive correlation between the protection thickness of the solidified soil and the protection effect,and the maximal protection effect of 0.6 m thickness can be improved by 66.47%;the development curve of the scour depth is approximately in the shape of a logarithmic curve,the slope of the growth curve is the largest in about 1 200 s,and the equilibrium is reached earlier in the thickness of 0.6 m than in the thickness of 0.4 m;the relationship of the protection ratio between different protection thicknesses is introduced,and it is found that the thickness of the solidified soil protection for the suction cylinder foundation with diameter of 10 m and above should not be less than 0.4 m.The conclusions can be used as a reference for the same kind of scour protection project and engineering design.

offshore wind powersuction cylinder foundationsolidified soil protectionnumerical simulation

贾小刚、庄炜焕、张东亚、李孟超、陈进河、管友海

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漳浦海峡发电有限公司,福建漳州 363200

长江三峡集团福建能源投资有限公司,福建 福州 350001

中国长江三峡集团有限公司,北京 100038

中国石油大学(华东)储运与建筑工程学院,山东 青岛 266580

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海上风电 吸力桶基础 固化土防护 数值模拟

中国三峡新能源(集团)股份有限公司科研项目

ZPHX0118

2024

中国海洋平台
中国船舶工业集团公司第十一研究所

中国海洋平台

CSTPCD
影响因子:0.271
ISSN:1001-4500
年,卷(期):2024.39(5)
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