地下水封储油洞库群注浆与水封平衡性研究

doi:10.13722/j.cnki.jrme.2017.1030

Abstract
Figure/Table
References (37)
Related Citation (15)

Download: PDF (566 KB) HTML (1 KB)
Export: BibTeX | EndNote (RIS)

Abstract

To meet the IEA¢s(International Energy Agency) proposed minimum 90d¢s petroleum reserve，a large number of water-sealing petroleum strategic reserves are required due to safety. However，there are few researches on balance analysis between grouting and water seal in underground petroleum storage caverns at present. A series of studies are carried out to analyse grouting balance based on Jinzhou state reserve projects in this paper. Computational algorithm of penetration length of grout in fracture network with pipe network model is developed. Here，grout is regarded as Bingham fluid. Then，grouting intensity number(GIN) method for underground petroleum storage is developed to achieve a balanced water-grout state. Parameters selection algorithm for GIN is also developed then. Next，five GIN numbers are selected for four storage caverns in Jinzhou with GIN curve computing method proposed in this study，which avoids fracture splitting and excessive grout loss. Finally，six grouting routes of tested points fit well with GIN envelope curve.

Key words： underground engineering water seal underground petroleum storage caverns grouting pipe network

	Service

	E-mail this article
	Add to my bookshelf
	Add to citation manager
	E-mail Alert
	RSS
	Articles by authors
	LIN Fang1
	2
	LUAN Hebing3
	ZHANG Heng2
	ZHONG Zhibin2
	4
	CHEN Shougen2

Cite this article:

LIN Fang1,2,LUAN Hebing3, et al. Analysis of balance between grouting and water seal for underground petroleum storage[J]. , 2018, 37(S2): 4252-4261.

URL:

https://rockmech.whrsm.ac.cn/EN/10.13722/j.cnki.jrme.2017.1030 OR https://rockmech.whrsm.ac.cn/EN/Y2018/V37/IS2/4252

[1]	丁国生，谢萍. 利用地下盐穴实施战略石油储备[J]. 油气储运，2006，25(12)：16-19.(DING Guosheng，XIE Ping. Salt carven available for state strategic petroleum storage[J]. Oil andGas Storage and Transportation，2006，25(12)：16-19.(in Chinese))
[2]	袁广祥，尚彦军，史永跃，等. 与地下石油储备库有关工程地质问题研究现状和对策[J]. 工程地质学报，2006，(6)：74-81. (YUAN Guangxiang，SHANG Yanjun，SHI Yongyue，et al.Engineering geological issues and measures for storage of oil and gas in underground rock caverns[J]. Journal of Engineering Geology，2006，(6)：74-81.(in Chinese))
[3]	杨明举，关宝树，钟新樵. 水封式地下储气洞库的应用及研究[J]. 地下空间，2000，20(3)：171-175.(YANG Mingju，GUAN Baoshu，ZHONG Xinqiao. Application and study of water-sealing underground gas storage[J]. Underground Space，2000，20(3)：171-175.(in Chinese))
[4]	中华人民共和国国务院. 能源发展“十二五”规划[M]. 北京：[s. n.]，2013.(State Council of the People¢s Republic of China. The 12th Five-Year" energy planning[M]. Beijing：[s. n.]，2013.(in Chinese))
[5]	ABERG B. Prevention of gas leakage from unlined reservoirs in rock[C]//The First International Symposium on Storage in Excavated Rock Caverns，Rockstore. [S. l.]：[s. n.]. 1977：5-8.
[6]	GOODALL D C，ÅBERG B，BREKKE T L. Fundamentals of gas containment in unlined rock caverns[J]. Rock Mechanics and Rock Engineering，1988，21(4)：235-258.
[7]	赵乐之. 大型地下水封储油库围岩稳定及水封巷道合理设置高度研究[硕士学位论文][D]. 北京：北京交通大学，2009.(ZHAO Lezhi. The stability of large-scale water sealed underground petroleum storage rock cavern and the research of reasonable height of water sealed tunnel[M. S.Thesis][D]. Beijing：Beijing Jiaotong University，2009.(in Chinese))
[8]	李树忱，平洋，冯丙阳. 地下储油库水幕系统连通性评价[J]. 中国科技论文，2013，8(5)：402-407.(LI Shuchen，PING Yang，FENG Bingyang. Evaluation of connectivity of water curtain system of underground oil storage caverns[J]. China Sciencepaper，2013，8(5)：402-407.(in Chinese))
[9]	LOMBARDI G，DEERE D. Grouting design and control using the GIN principle[J]. 1993，45(6)：15-22.
[10]	LOMBARDI G. Selecting the grouting intensity[J]. International Journal on Hydropower andDams，1996，3(4)：62-66.
[11]	田华祥，孙克栋，姜苏阳，等. 小浪底大坝GIN法灌浆浆液的稳定性和流动性分析[J]. 黄河水利职业技术学院学报，2001，(2)：33-35.(TIAN Huaxiang，SUN Kedong，JIANG Suyang，et al. The stability and mobility analysis of the slurry placed by gin procedure in Xiaolangdi dam[J]. Journal of Yellow River Conservancy Technical Institute，2001，(2)：33-35.(in Chinese))
[12]	金德濂. GIN灌浆法介绍[J]. 湖南水利水电，1995，(6)：5-10.(JIN Delian. Introduction of GIN method[J].Hunan Hydro andPower，1995，(6)：5-10.(in Chinese))
[13]	李保平. GIN灌浆理论的意义及主要灌浆参数的确定[J]. 西部探矿工程，2002，14(3)：10-11.(LI Baoping. GIN method introduction and parameter determination[J]. West-China Exploration Engineering，2002，14(3)：10-11.(in Chinese))
[14]	刘锋，申国涛. GIN法在小浪底帷幕灌浆第六子标工程中的应用[J]. 探矿工程：岩土钻掘工程，2007，(增1)：136-139.(LIU Feng，SHEN Guotao. Application of gin method in sixth sub-contract of purdah grouting engineering of Xiaolangdi multipurpose dam project[J]. Exploration Engineering：Rock andSoil Drilling and Tunneling，2007，(增1)：136-139.(in Chinese))
[15]	李志成. GIN灌浆法及在我国大型水电开发中的应用[J]. 西部探矿工程，2006，18(8)：60-61.(LI Zhicheng. Application of GIN in large-scale hydroelectric development in China[J]. West-China Exploration Engineering，2006，18(8)：60-61.(in Chinese))
[16]	杨俊志，冯杨文，吴丽. GIN灌浆法在紫坪铺工程灌浆试验中的应用[J]. 水利水电技术，2002，33(11)：48-51.(YANG Junzhi，FENG Yangwen，WU Li. Application of gin grouting method in grout test of Zipingpu project[J]. Water Resources and Hydropower Engineering，2002，33(11)：48-51.(in Chinese))
[17]	石建军. GIN法灌浆技术在后河水库的实验及应用[J]. 山西水利科技，2005，(4)：41-43.(SHI Jianjun. Testing and applying grouting technigue of gin method in houhe reservoir[J].Shanxi Hydrotechnics，2005，(4)：41-43.(in Chinese))
[18]	罗永葵，程超元，柳鹤，等. GIN法在黄金坪水电站坝基覆盖层帷幕灌浆试验中的应用[J]. 地质装备，2010，11(4)：35-38.(LUO Yongkui，CHENG Chaoyuan，LIU He，et al. The application of gin method in dam curtain grouting at huangjinping hydropower station[J].Equipment For Geotechnical Engineering，2010，11(4)：35-38.(in Chinese))
[19]	邓汉林. GIN注浆法在大坝基础灌浆中的应用初探[J]. 河南水利与南水北调，2012，(8)：32-33.(DENG Hanlin. Application of GIN in dam foundation[J].Henan Water Resources andSouth-to-North Water Diversion，2012，(8)：32-33.(in Chinese))
[20]	张志良. 对GIN灌浆法的看法[J]. 水利水电工程设计，1997，(1)：50-53.(ZHANG Zhiliang. Some viewpoints of GIN method[J].Design of Water Resources andHydroelectric Engineering，1997，(1)：50-53.(in Chinese))
[21]	吴洪波，徐力生. GIN灌浆法与常规灌浆法的对比[J]. 山西建筑，2010，36(13)：354-355.(WU Hongbo，XU Lisheng. Comparison of traditional grouting methods and GIN grouting technique[J].Shanxi Architecture，2010，36(13)：354-355.(in Chinese))
[22]	LOMBARDI G. Grouting of rock with cement mixes[R]. Minusio，Switzerland：Lombardi SA Engineering Limited， 1999.
[23]	LOMBARDI G. Grouting of rock masses[C]//Grouting and Ground Treatment，ASCE. [S. l.]：[s. n.]，2002：164-197.
[24]	ROMBOUGH V，BONIN G，SHUTTLE D A. Penetrability control of GIN mixes during fractured rock grouting[C]//The proceedingsof the 59th Canadian Geotechnical Society Conference. [S. l.]：[s. n.]，2006：1-4.
[25]	HOLLMÉN K. R20 Programme：The development of grouting technique：stop criteria and field tests[R]. [S. l.]：[s. n.]，2008.
[26]	GUSTAFSON G，STILLE H. Prediction of groutability from grout properties and hydrogeological data[J]. Tunnelling and underground space technology，1996，11(3)：325-332.
[27]	TURCOTTE L，SAVARD B，LOMBARDI G，et al. The use of stable grout and GIN technique in grouting for dam rehabilitation[C]//The proceedings of the 1994 Canadian Dam Safety Conference. Winnipeg，Manitoba，Canada：BiTech Publishers，1994：137-161.
[28]	LOMBARDI G. The role of cohesion in cement grouting of rock[C]//The 15th ICOLD Congress. Lausanne：[s. n.]，1985：235-261.
[29]	BRANTBERGER M，STILLE H，ERIKSSON M. Controlling grout spreading in tunnel grouting—analyses and developments of the GIN-method[J]. Tunnelling andUnderground Space Technology，2000，15(4)：343-352.
[30]	TANI M E. Grouting rock fractures with cement grout[J]. Rock Mechanics andRock Engineering，2012，45(45)：547-561.
[31]	RAFI J Y，STILLE H. Applicability of using GIN method，by considering theoretical approach of grouting design[J]. Geotechnical andGeological Engineering，2015，33(6)：1431-1448.
[32]	RAFI J Y，STILLE H. Control of rock jacking considering spread of grout and grouting pressure[J]. Tunnelling andUnderground Space Technology，2014，40(2)：1-15.
[33]	RAFI J Y. Study of pumping pressure and stop criteria in grouting of rock fractures[D]. [S. l.]：Architecture and the Built Environment, KTH Royal Institute of Technology，2014.
[34]	STILLE H. Rock grouting in tunnel construction-models and design[C]//ISRM International Symposium—EUROCK 2012.[S. l.]：International Society for Rock Mechanics，2012.
[35]	GUSTAFSON G，CLAESSON J，FRANSSON Å. Steering parameters for rock grouting[J]. Journal of Applied Mathematics，2013，(1)：1-9.
[36]	HÄSSLER L. Grouting of rock：simulation and classification[M]. [S. l.]：Tekniska Högsk，1991：583-583.
[37]	王永红，马栋，凌树云，等. 海底透水通道发育带隧道施工注浆技术研究[J]. 岩土力学，2011，32(12)：3 660-3 666.(WANG Yonghong，MA Dong，LING Shuyun，et al. Grouting technology of tunnelling construction in submarine developing belt of permeable channel[J]. Rock and Soil Mechanics，2011，32(12)：3 660-3 666. (in Chinese))