1. Key Laboratory of Mountain Hazards and Surface Process, Chinese Academy of Sciences, Chengdu 610041, China;
2. Institute of Mountain and Environment, Chinese Academy of Science and Ministry of Water Conservancy, Chinese Academy of Sciences, Chengdu 610041, China;
3. Department of Civil Engineering, University of Tokyo, Tokyo 113-8656, Japan
As the safety hazard of the wind turbine collapse on the buried pipeline threatening the ChinaMyanmar pipeline project, three scenarios were induced based on four common failure modes of wind turbine collapses. By using the formula of penetrating power, the impact force and impact depth resulted from the wind turbine collapse were estimated. The change patterns of stress and strain parameters of the pipeline u was analyzed. The result of safety evaluation was given. The results show that if the impact is only from the wind turbine collapse, the pipeline is not damaged even with a large ovality change of the pipe, but it is difficult to ensure the normal operation of the pipeline; if the damage is caused by the wing turbine and blades or only by blades, the downward penetrating force is so large that the pipeline will be directly sheared off. Therefore, it is suggested that the connection strengths of blades above the pipeline be appropriately strengthened, in order to prevent the incident of blades to damage the pipe and shear off the ChinaMyanmar gas pipeline from happening.
黄栋1,2,赵宇1,2,陈宇龙3,唐俊峰1,2. 云顶风电场风机倒塌对埋地管道的冲击影响[J]. 振动与冲击, 2018, 37(8): 125-131.
HUANG Dong1,2,ZHAO Yu1,2,CHEN Yulong3,TANG Junfeng1,2. Impact of wind turbine collapse in Yunding wind power station on buried pipeline. JOURNAL OF VIBRATION AND SHOCK, 2018, 37(8): 125-131.
[1] 李鹤林,吉玲康,田伟. 西气东输一、二线管道工程的几项重大技术进步[J]. 天然气工业,2010, 30(4):1-9.
LI He-Lin, JI Ling-Kang, TIAN Wei. Significant technical progress in the West 2 East Gas pipeline projects 2 Line One and Line Two [J]. Natural Gas Industy , 2010, 30(4):1-9.
[2] 余志峰,张文伟,张志宏,等. 我国天然气输送管道发展方向及相关技术问题[J]. 油气储运,2012, 31(5): 321-325.
Yu Zhi-Feng, Zhang Wen-Wei, Zhang Zhi-Hong, et al. Development trend of China's gas pipeline and relevant technical problems [J]. Oil & Gas Storage and Transportation, 2012, 31(5): 321-325.
[3] 杜扬, 李国庆, 吴松林, 等. T 型分支管道对油气爆炸强度的影响[J]. 爆炸与冲击, 2015, 35(5): 729-734.
Du Yang, Li Guo-qing, Wu Song-lin, et al. Explosion intensity of gasoline-air mixture in the pipeline containing a T-shaped branch pipe[J]. Explosion and Shock Waves, 2015, 35(5): 729-734.
[4] 喻健良, 秦磊. 受内部冲击弯管的破裂失效研究[J]. 振动与冲击, 2010, 29(10): 228-231.
YU Jian-Liang, QIN Lei. Rapture failure of an elbow subjected to internal impact[J]. Journal of vibration and shock, 2010, 29(10): 228-231.
[5] WANG Zhen-Yu, ZHAO Yang, MA Guo-Wei, et al. A numerical study on the high-velocity impact behavior of pressure pipes[J]. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering) , 2016, 17(6):443-453.
[6] Zhao, Y, Wang, Z.Y, He, Z.G. Numerical study of CFRP-bonded pressure pipes subject to impact load[J]. Applied Mechanics and Materials, 2014,602-605:432-437.
[7] 贵州花溪云顶风电场二期工程勘察报告[R]. 中国水电顾问集团贵阳勘测设计研究院.2013.09
Geological Investigation Engineering supplemental survey report of Yunding wild field 2# project in Huaxi county of Guiyang City, Guizhou Province[R].Guiyang engineering corporation limited, PowerChina. 2013. 09.
[8] Kawahara S, Muro T. Effects of dry density and thickness of sandy soil on impact response due to rockfall [J]. Journal of Terramechanics,2006,43:329-340.
[9] Labiouse V, Descoeudres F, Montani S. Experimental study of rock sheds impacted by rock blocks [J]. Structure Engineering Internal,1996,3(1):171–175.
[10] AZZONI A,LA BARBERA G,ZANINETTI A. Analysis and prediction of rockfalls using a mathematical model[C]// International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts. Pergamon:[s. n.],1995:709–724.
[11] TB10003-2005. 铁路隧道设计规范[S]. 北京.铁道第二勘察设计院. 2005.
TB10003-2005. Railway tunnel design specifications [S]. Beijing. Institute of The Second Railway Survey and Design. 2005.
[12] 铁道第二勘测设计院.铁路工程设计技术手册•隧道[M]. 北京:中国铁道出版社,1999,141-191.
Institute of The Second Railway Survey and Design. Railway Engineering Technical• Tunnel [M]. Beijing: China Railway Publishing House,1999:141-191.
[13] 叶四桥,陈洪凯,唐红梅.落石冲击力计算方法的比较研究[J]. 水文地质工程地质, 2010, 37(2):59-64.
YE Si qiao, CHEN Hong-kai, TANG Hong-mei.Comparative research on impact force calculation methods for rockfalls [J]. HYDROGEOLOGY & ENGI NEERI NG GEOLOGY. 2010, 37(2):59-64.
[14] 钱七虎.防护结构计算原理[M].南京:工程兵工程学院, 1981.
Qian Qi-hu. Calculation Theory of Protective Structures[M]. Nanjing:Engineering Corps Institute Press,1981.
[15] GB50007-2011. 建筑地基基础设计规范[S]. 北京:中国建筑工业出版社,2003.
GB50007-2011. Code for design of building foundation[S]. Beijing:ChinaArchitecture and Building Press,2003.
[16] KY2011-19.管道通过特殊地段基于应变设计指南[S].成都. 中国石油工程设计有限责任公司西南分公司. 2013.
KY2011-19. Guideline for strain-based Design of pipeline crossing special sections in the Areas[S].China petroleum engineering co., LTD South west company.2013.
[17] Canadian Standards Association. CSA Z662—2007 Oil and Gas Pipeline Systems[S]. Rexdale, Ontario, Canada, 2007.
[18] Guidelines for the design of buried steel pipe[R]. American Lifelines Alliance. 2001.
[19] Trautmann, C.H. and T.D. O'Rourke, Behavior of Pipe in Dry Sand Under Lateral and Uplift Loading, Geotechnical Engineering Report 83-6 [R]. Cornell University, Ithaca, New York, 1983.
[20] Det Norske Veritas. DNV-OS-F101 Submarine Pipeline Systems[S]. Høvik :Det Norske Veritas.,2005.
[21] Canadian Standards Association.CSA Z662-2011 Oil and Gas Pipeline Systems[S]. Rexdale:Canadian Standards Association,2011.