• 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引(EI)收录期刊
  • Scopus数据库收录期刊

海底滑坡对管线冲击力的数值分析

王忠涛, 张宇, 杨庆, 王寒阳

王忠涛, 张宇, 杨庆, 王寒阳. 海底滑坡对管线冲击力的数值分析[J]. 岩土工程学报, 2019, 41(3): 567-573. DOI: 10.11779/CJGE201903020
引用本文: 王忠涛, 张宇, 杨庆, 王寒阳. 海底滑坡对管线冲击力的数值分析[J]. 岩土工程学报, 2019, 41(3): 567-573. DOI: 10.11779/CJGE201903020
WANG Zhong-tao, ZHANG Yu, YANG Qing, WANG Han-yang. Numerical analysis for impact of submarine landslides on pipelines[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(3): 567-573. DOI: 10.11779/CJGE201903020
Citation: WANG Zhong-tao, ZHANG Yu, YANG Qing, WANG Han-yang. Numerical analysis for impact of submarine landslides on pipelines[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(3): 567-573. DOI: 10.11779/CJGE201903020

海底滑坡对管线冲击力的数值分析  English Version

基金项目: 国家自然科学基金项目(51639002,41772296)
详细信息
    作者简介:

    王忠涛(1974- ),男,副教授,主要从事海洋岩土工程等方面的教学和科研工作。E-mail:zhongtao@dlut.edu.cn。

Numerical analysis for impact of submarine landslides on pipelines

  • 摘要: 输送原油和天然气的海底管线常处于复杂的海洋地质环境,在海底滑坡的冲击下可能发生失稳破坏。以往研究成果多集中讨论海底滑坡对悬跨管线的冲击力,但对置于海床表面的管线受不同角度海底滑坡的冲击作用讨论较少,也未深入讨论悬跨高度对管线受海底滑坡冲击力的影响。基于Herschel-Bulkley模型,采用计算流体动力学CFD法模拟了不同冲击角度下海底滑坡对置于海床表面管线的作用力,对比已有模型试验成果提出了管线纵向和轴向阻力系数的计算公式。按照土力学方法对CFD数值计算结果重新整理,指出土力学和流体力学方法在计算管线受海底滑坡冲击力方面的实质对应关系,并给出管线破坏包络线的解析表达式。随后讨论了悬跨高度对管线受力的影响,最后提出了综合考虑冲击角度和悬跨高度影响的海底滑坡对管线作用力的计算公式。研究成果对海底路由选址和海底管线设计具有一定的应用价值。
    Abstract: Submarine pipelines, as important transporting channels of undersea crude oil and natural gas in marine engineering, are usually in the condition of complex marine geological environment and often damaged by the impact of the submarine landslides. The resistance forces of the laid-on-seafloor submarine pipeline impacted by landslides oriented at different angles are studied by using the CFD method based on the Herschel-Bulkley model. Both the computation expressions for normal and axial drag coefficients are provided through the comparison with the published results of model tests. The substantive correspondence between fluid mechanics and geotechnical approaches is found through re-analysis of the data from CFD simulation. Further, the critical suspended distance is summarized by simulating the interaction forces between submarine landslides and pipelines at different suspended distances, and the relationship between drag force and suspended distance is obtained. The research extends the predecessors’ work by enriching the expressions for calculating the axial and normal drag coefficients for pipelines in different suspended states. The proposed formula for estimating the impact force of the submarine landslides on pipelines maybe be practically helpful for selection of router sites and design of pipelines.
  • [1] MOUSSELLI A H.海底管道设计分析及方法[M]. 北京: 海洋出版社, 1984.
    (MOUSSELLI A H.Offshore pipeline design, analysis and methods[M]. Beijing: China Ocean Press, 1984. (in Chinese))
    [2] 李广雪. 海底管道构空与波浪力变化关系试验[J]. 海洋地质与第四纪地质, 2007, 27(6): 31-38.
    (LI Guang-xue.The test on relation between pipeline under cutting andwave force changes[J]. Marine Geology & Quaternary Geology, 2007, 27(6): 31-38. (in Chinese))
    [3] 王立忠, 缪成章. 慢速滑动泥流对海底管道的作用力研究[J]. 岩土工程学报, 2008, 30(7): 982-987.
    (WANG Li-zhong, MIU Cheng-zhang.Pressure on submarine pipelines under slowly sliding mud flows[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(7): 982-987. (in Chinese))
    [4] 胡光海, 刘振夏, 房俊伟. 国内外海底斜坡稳定性研究概况[J]. 海洋科学进展, 2006, 24(1): 130-136.
    (HU Guang-hai, LIU Zhen-xia, FANG Jun-wei.A review of submarine slope stability studies at home and abroad[J]. Advances in Marine Science, 2006, 24(1): 130-136. (in Chinese))
    [5] ZAKERI A, HØEG K, NADIM F. Submarine debris flow impact on pipelines-part I: experimental investigation[J]. Coastal Engineering, 2008, 55(12): 1209-1218.
    [6] ZAKERI A.Submarine debris flow impact on suspended (free-span) pipelines: normal and longitudinal drag forces[J]. Ocean Engineering, 2009, 36(6): 489-499.
    [7] RANDOLPH M F, WHITE D J.Interaction forces between pipelines and submarine slides-A geotechnical viewpoint[J]. Ocean Engineering, 2012, 48: 32-37.
    [8] RANDOLPH M F, SEO D, WHITE D J.Parametric solutions for slide impact on pipelines[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2010, 136(7): 940-949.
    [9] BOYLAN N, RANDOLPH M F, SAHDI F, et al.Centrifuge modelling of active slide-pipeline loading in soft clay[J]. Géotechnique, 2014, 64(1): 16-27.
    [10] LIU J, TIAN J L, YI P.Impact forces of submarine landslides on offshore pipelines[J]. Ocean Engineering, 2015, 95(95): 116-127.
    [11] LOCAT J.Normalized rheological behaviour of fine muds and their flow properties in a pseudoplastic regime, debris-flow hazards mitigation: mechanics, predication and assessment. water resources engineering division[C]// Proceedings of the First International Conference, American Society of Civil Engineers (ASCE). New York, 1997: 260-269.
    [12] 谢龙汉, 赵新宇, 张烔明, 等. ANSYS CFX 流体分析及仿真[M]. 北京: 电子工业出版社, 2012.
    (XIE Long-han, ZHAO Xin-yu, ZHANG Dong-ming, et al.ANSY CFX Fluid analysis and simulation[M]. Beijing: Publishing House of Electronics Industry, 2012. (in Chinese))
    [13] ZAKERI A, HØEG K, NADIM F. Submarinedebris flow impactonpipelines-part II: numerical analysis[J]. Coast Engineering, 2009, 56(1): 1-10.
    [14] HAIDER A M, LEVENSPIEL O.Drag coefficient and terminal velocity of spherical and nonspherical particles[J]. Powder Technology, 1989, 58: 63-70.
    [15] KUNDU P K, COHEN I M.Fluid mechanics[M]. Amsterdam: Amsterdam Elsevier Academic Press, 2004.
    [16] ZHU H, RANDOLPH M F.Numerical analysis of acylinder moving through rate-dependent soils[J]. Ocean Engineering, 2011, 38(7): 943-953.
    [17] EINAV I, RANDOLPH M F.Effect of strain rate on mobilised strength and thickness of curved shear bands[J]. Géotechnique, 2006, 56(7): 501-504.
    [18] RANDOLPH M F, HOULSBY G T.Limiting pressure on acircular pile loaded laterally in cohesive soil[J]. Géotechnique, 1984, 34(4): 613-623.
  • 期刊类型引用(5)

    1. 李阳,王栋,董友扣. 有限高度海底流滑体冲击桩基的数值模拟. 中国海洋大学学报(自然科学版). 2022(04): 105-110 . 百度学术
    2. 单治钢,廖哲贤,董友扣,王栋,崔岚. 海底滑坡中滑水效应的危害. 工程地质学报. 2021(06): 1815-1822 . 百度学术
    3. 付崔伟,张浩,郭兴森,谷忠德,年廷凯. 海底滑坡冲击下悬跨管道动态响应及安全性评估. 工程地质学报. 2021(06): 1841-1848 . 百度学术
    4. 姜诗源,盛积良,陈国明,李新宏,朱红卫. 海底滑坡作用下滩海管道结构安全分析. 海洋工程. 2020(02): 128-134 . 百度学术
    5. 冯斌,孙宏磊,蔡袁强,潘晓东,史吏. 海底滑坡对海洋单桩冲击力试验研究. 海洋工程. 2019(06): 114-121 . 百度学术

    其他类型引用(3)

计量
  • 文章访问数:  318
  • HTML全文浏览量:  7
  • PDF下载量:  198
  • 被引次数: 8
出版历程
  • 收稿日期:  2018-09-09
  • 发布日期:  2019-03-24

目录

    /

    返回文章
    返回