河流穿越高压输气管道临界悬空长度的数值模拟研究

姚安林, 徐涛龙, 郑 健, 曾祥国, 陈华燕

姚安林, 徐涛龙, 郑 健, 曾祥国, 陈华燕. 河流穿越高压输气管道临界悬空长度的数值模拟研究[J]. 工程力学, 2013, 30(3): 152-158. DOI: 10.6052/j.issn.1000-4750.2011.09.0624
引用本文: 姚安林, 徐涛龙, 郑 健, 曾祥国, 陈华燕. 河流穿越高压输气管道临界悬空长度的数值模拟研究[J]. 工程力学, 2013, 30(3): 152-158. DOI: 10.6052/j.issn.1000-4750.2011.09.0624
YAO An-lin, XU Tao-long, ZHENG Jian, ZENG Xiang-guo, CHEN Hua-yan. STUDY ON NUMERICAL SIMULATION OF CRITICAL SUSPENDED LENGTH OF HIGH-PRESSURE GAS PIPELINE CROSSING RIVERBED[J]. Engineering Mechanics, 2013, 30(3): 152-158. DOI: 10.6052/j.issn.1000-4750.2011.09.0624
Citation: YAO An-lin, XU Tao-long, ZHENG Jian, ZENG Xiang-guo, CHEN Hua-yan. STUDY ON NUMERICAL SIMULATION OF CRITICAL SUSPENDED LENGTH OF HIGH-PRESSURE GAS PIPELINE CROSSING RIVERBED[J]. Engineering Mechanics, 2013, 30(3): 152-158. DOI: 10.6052/j.issn.1000-4750.2011.09.0624

河流穿越高压输气管道临界悬空长度的数值模拟研究

基金项目: 中国石油西气东输管道公司项目(XQSGL01380);国家科技支撑计划项目(2011BAK06B01)
详细信息
    通讯作者:

    徐涛龙

  • 中图分类号: TE88

STUDY ON NUMERICAL SIMULATION OF CRITICAL SUSPENDED LENGTH OF HIGH-PRESSURE GAS PIPELINE CROSSING RIVERBED

  • 摘要: 高压输气管道穿越河流时的力学行为受诸多因素影响,河床边界条件的变化是重要影响因素之一。该文基于流体动力学和固体力学理论,利用有限元软件FLUENT和ANSYS对高速水流冲击下的悬空管道进行了模拟分析。在总结出河床变化时悬空管道最大应力、位移变化规律的基础上,得到不同水流速度作用下高压输气管道的临界悬空长度。并对“西气东输”一线和“川气东送”等管线工程进行实例分析,所得计算结果对高压输气管道的日常维护和制定抗洪抢险方案具有一定的参考价值。
    Abstract: The mechanical behavior of a high-pressure gas pipeline crossing a river bed was affected by many factors, and the change of the boundary conditions in the river bed was one of the important factors. Based on the theory of fluid dynamics and solid mechanics, the suspended gas pipeline impacted by high-speed flow was simulated by using finite element software FLUENT and ANSYS. When a river bed was varying, on the basis of summaring the variation law of the maximum stress and displacement of the suspended pipeline, we attained the critical suspended length of a high pressure gas pipeline under different flowing velocities. And the case study on the first trunk in a West-East gas pipeline project and the Sichua to Eastern China gas transmission pipeline are carried out, which would have some reference value to the routine maintaince of high pressure gas pipelines and the development of a flood resistance program.
  • [1] "[1] 唐兴华, 王颖. 油气管道的河流穿越技术进展[J]. 煤化工, 2009, 36(3): 53―56.
    Tang Xinghua, Wang Ying. Advances in river crossing technology of petroleum and natural gas pipelines [J]. Coal Chemical Industry, 2009, 36(3): 53―56. (in Chinese)
    [2] Michael Porter, Rodolfo Reale, Gabriel Marcuz, et al. Geohazard risk management for the Nor Andino gas pipeline [C]// Hugh Harden, Joe Paviglianiti, Daryl Rosky. Proceedings of ICP2006, ASME, 2006.
    [3] 俞龙章. 河流穿越管线事故抢修方法概述[J]. 油气储运, 1991, 10(6): 14―19.
    Yu Longzhang. Summarization of repairing methods for emergency of river crossing pipelines [J]. Oil & Gas Storage and Transportation, 1991, 10(6): 14―19. (in Chinese)
    [4] 黄金池, 孟国忠. 管道穿河工程水毁灾害分析[J]. 泥沙研究, 1998, 42(2): 42―49.
    Huang Jinchi, Meng Guozhong. Analysis on flood damage of crossing river pipeline project [J]. Journal of Sediment Research, 1998, 42(2): 42―49. (in Chinese)
    [5] 蒲爱华, 姚安林. 水下穿越管道可变荷载的统计分析[J]. 油气储运, 1998, 17(8): 7―10, 26.
    Pu Aihua, Yao Anlin. Statistic analysis of variable load on underwater crossing pipeline [J]. Oil & Gas Storage and Transportation, 1998, 17(8): 7―10, 26. (in Chinese)
    [6] Bijker E W, Leeuwestein W. Interaction between pipelines and the seabed under the influence of waves and currents [C]// Dennes B. Seabed Mechanics. London: Graham and Trotman, 1984: 235―242.
    [7] Sumer B M, Fredsoe J. The mechanics of scour in the marine environment [M]. New Jersey: World Scientific Publishing Company, 2002: 15―138.
    [8] 杨兵, 高福平, 吴应湘. 单向海流载荷下海底管道局部冲刷试验研究[J]. 工程力学, 2008, 25(3): 206―210.
    Yang Bing, Gao Fuping, Wu Yingxiang. Experimental study on local scour of sandy seabed under submarine pipeline in unidirectional currents [J]. Engineering Mechanics, 2008, 25(3): 206―210. (in Chinese)
    [9] 任艳荣, 刘玉标, 顾小芸. 弹塑性海床上的管土相互作用分析[J]. 工程力学, 2004, 21(2): 84―87, 83.
    Ren Yanrong, Liu Yubiao, Gu Xiaoyun. Analysis of pipe/soil interaction on elastic-plastic seabed [J]. Engineering Mechanics, 2004, 21(2): 84―87, 83. (in Chinese)
    [10] 时米波, 陈国明, 孙友义. 基于管土耦合模型的海底管道管跨涡激振动分析[J]. 石油矿场机械, 2007, 36(10): 5―8.
    Shi Mibo, Chen Guoming, Sun Youyi. Flow induced vibration analysis on submarine pipeline span based on pipe-soil coupling model [J]. Oil Field Equipment, 2007, 36(10): 5―8. (in Chinese)
    [11] 邢静忠, 柳春图. 轴向力作用下埋设于线弹性土壤中的悬跨管道振动分析[J]. 工程力学, 2010, 27(3): 193―197.
    Xing Jingzhong, Liu Chuntu. Vibration analysis of spanning pipeline buried in linear elastic soil with axial force [J]. Engineering Mechanics, 2010, 27(3): 193―197. (in Chinese)
    [12] 邢静忠, 柳春图. 线弹性土壤中埋设悬跨管道的屈曲分析[J]. 工程力学, 2008, 25(10): 72―75.
    Xing Jingzhong, Liu Chuntu. Buckling analysis of spanning pipe buried in linear elastic soil [J]. Engineering Mechanics, 2008, 25(10): 72―75. (in Chinese)
    [13] 邢静忠, 柳春图, 徐永君. 埋设悬跨海底管道的屈曲分析[J]. 工程力学, 2006, 23(2): 173―176, 162.
    Xing Jingzhong, Liu Chuntu, Xu Yongjun. Buckling analysis of buried spanning submarine pipeline [J]. Engineering Mechanics, 2006; 23(2): 173―176, 162. (in Chinese)
    [14] 付冰. 水流作用下含轴向裂纹悬空管道数值分析[D]. 大庆: 大庆石油学院, 2008.
    Fu Bing. Numerical analysis of underwater suspended pipe with axial crack flaw [D]. Daqing: Daqing Petroleum Institute, 2008. (in Chinese)
    [15] 陈卓如. 工程流体力学[M]. 第2版. 北京: 高等教育出版社, 2004: 282―354.
    Chen Zhuoru. Engineering fluid mechanics [M]. 2nd ed. Beijing: Higher Education Press, 2004: 282―354. (in Chinese)
    [16] 姚熊亮, 方媛媛, 戴绍仕, 等. 基于LES方法圆柱绕流三维数值模拟[J]. 水动力学研究与进展, 2007, 22(5): 564―572.
    Yao Xiongliang, Fang Yuanyuan, Dai Shaoshi, et al. Three-dimensional numerical simulation of the flow past a circular cylinder based on LES method [J]. Journal of Hydrodynamics, 2007, 22(5): 564―572. (in Chinese)
    [17] 邢义锋. 复杂载荷下高压输气管道安全评定的数值模拟[D]. 成都: 四川大学, 2010.
    Xing Yifeng. Numerical simulation of high-pressure gas pipeline safety assessment under complex loads [D]. Chengdu: Sichuan University, 2010. (in Chinese)
    [18] 王小龙, 姚安林. 埋地钢管局部悬空的挠度和内力分析[J]. 工程力学, 2008, 25(8): 218―222.
    Wang Xiaolong, Yao Anlin. Deflection and internal force analysis of buried steel pipelines in partial hanging [J]. Engineering Mechanics, 2008, 25(8): 218―222. (in Chinese)
    [19] DNV-OS-F101, Submarine pipeline systems [S]. Norway: Det Norske Veritas, 2000.
    [20] 王沪毅. 输气管线在地质灾害中的力学行为研究[D]. 西安: 西北工业大学, 2003.
    Wang Huyi. Research on failures of pipeline under geological disaster [D]. Xi’an: Northwestern Polytechnical University, 2003. (in Chinese)


    "
  • 期刊类型引用(13)

    1. 穆文均,周仁忠,郑建新,朱金柱. 胶栓组合连接加固钢板疲劳性能试验研究. 中国港湾建设. 2024(05): 48-55 . 百度学术
    2. 相敏,唐丽娜,章一萍,周练. FRP拉挤型材及其节点连接技术研究进展. 高科技纤维与应用. 2024(04): 13-19 . 百度学术
    3. 祝明桥,李军,李志彬. GFRP-RPC组合双层交通梁桥的弹性性能试验研究与有限元分析. 土木与环境工程学报(中英文). 2023(01): 199-208 . 百度学术
    4. 唐明杰,祝明桥,李强. GFRP拉挤圆形截面管材节点连接试验研究. 邵阳学院学报(自然科学版). 2023(03): 48-56 . 百度学术
    5. 杨晓东,时建纬,陈栋,李成. 结构参数对CFRP三螺栓胶螺混合接头连接性能的影响研究. 复合材料科学与工程. 2023(09): 67-72+84 . 百度学术
    6. 杨亚旭,时建纬,李成,陈栋. 基于多尺度及ECPL模型的平纹机织复合材料胶-螺混合连接承载性能分析. 机械工程学报. 2023(22): 287-301 . 百度学术
    7. 刘礼平,王宇灿,原志翔,徐建新,鲍蕊,吴枫. 复合材料胶铆混合修理的拉伸性能研究. 机械强度. 2021(01): 63-70 . 百度学术
    8. 杜力松,黄亚新,张釜恺. CFRP-铝合金层合板螺栓连接失效仿真及实验研究. 装备制造技术. 2021(11): 76-84+91 . 百度学术
    9. 秦政. 复合材料在土木工程中的发展与应用探讨. 现代物业(中旬刊). 2020(01): 60 . 百度学术
    10. 谢志强,张爱林,闫维明,张艳霞,虞诚,慕婷婷. 冷弯薄壁型钢螺钉-铆钉混合连接受剪性能及计算方法研究. 建筑结构学报. 2020(10): 160-172 . 百度学术
    11. 京约,郝书研,袁智德,徐成林,韩序康,李振鲁. 复合材料在土木工程中的应用研究. 居舍. 2019(19): 19 . 百度学术
    12. 余秋冶. FRP插接式T型节点连接方式试验研究. 铁道勘测与设计. 2018(04): 69-74 . 百度学术
    13. 李峰,刘加顺,张冬冬,刘建邦. GFRP管-铝合金管纤维缠绕齿连接接头拉伸试验. 复合材料学报. 2018(10): 2678-2688 . 百度学术

    其他类型引用(26)

计量
  • 文章访问数:  1122
  • HTML全文浏览量:  16
  • PDF下载量:  176
  • 被引次数: 39
出版历程
  • 收稿日期:  2011-09-20
  • 修回日期:  2011-11-21
  • 刊出日期:  2013-03-24

目录

    /

    返回文章
    返回