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Design and operation problems related to water curtain system forunderground water-sealed oil storage caverns 被引量:4
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作者 Zhongkui Li Baoqi Lu +2 位作者 Jing Zou Bin Xu Zhizeng Zhang 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2016年第5期689-696,共8页
The underground water-sealed storage technique is critically important and generally accepted for the national energy strategy in China. Although several small underground water-sealed oil storage caverns have been bu... The underground water-sealed storage technique is critically important and generally accepted for the national energy strategy in China. Although several small underground water-sealed oil storage caverns have been built in China since the 1970s, there is still a lack of experience for large-volume underground storage in complicated geological conditions. The current design concept of water curtain system and the technical instruction for system operation have limitations in maintaining the stability of surrounding rock mass during the construction of the main storage caverns, as well as the long-term stability. Although several large-scale underground oil storage projects are under construction at present in China, the design concepts and construction methods, especially for the water curtain system, are mainly based on the ideal porosity medium flow theory and the experiences gained from the similar projects overseas. The storage projects currently constructed in China have the specific features such as huge scale, large depth, multiple-level arrangement, high seepage pressure, complicated geological conditions, and high in situ stresses, which are the challenging issues for the stability of the storage caverns. Based on years’ experiences obtained from the first large-scale (millions of cubic meters) underground water-sealed oil storage project in China, some design and operation problems related to water curtain system during project construction are discussed. The drawbacks and merits of the water curtain system are also presented. As an example, the conventional concept of “filling joints with water” is widely used in many cases, as a basic concept for the design of the water curtain system, but it is immature. In this paper, the advantages and disadvantages of the conventional concept are pointed out, with respect to the long-term stability as well as the safety of construction of storage caverns. Finally, new concepts and principles for design and construction of the underground water-sealed oil storage caverns are proposed. 展开更多
关键词 underground water-sealed oil storage caverns Water curtain system Design concept and method Cavern stability and safety
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Key issues in water sealing performance of underground oil storage caverns: Advances and perspectives
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作者 Yutao Li Bin Zhang +5 位作者 Lei Wang Yiguo Xue Hanxun Wang Lei Shi Zhenhua Peng Junyan Li 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2023年第10期2787-2802,共16页
Water sealing performance is important for underground water-sealed oil storage(UWSOS).The key issues concerning water sealing performance mainly include the permeability of fractured rock mass(FRM),water-sealed safet... Water sealing performance is important for underground water-sealed oil storage(UWSOS).The key issues concerning water sealing performance mainly include the permeability of fractured rock mass(FRM),water-sealed safety(WSS),water curtain performance,and prediction and control of water inflow.This paper reviews the progress of above four key issues on water sealing performances.First,the permeability of an FRM is the basis of water sealing performance,and several commonly used permeability test methods and spatial variation characteristics of permeability are outlined.Second,the current water sealing criteria are compared,and the evaluation methods of WSS are summarized.Third,the design parameters and efficiency evaluation of water curtain systems(WCSs)are introduced.The water inflow of oil storage caverns(OSCs)can reflect the water sealing effect,and the prediction methods and control measures of water inflow are also summarized.Finally,the advantages and disadvantages of the current research are discussed,and the potential research directions are pointed out,such as optimization of water sealing criteria and FRM model,quantitative evaluation of WCS efficiency,accurate prediction of water inflow,and improvement of grouting technology. 展开更多
关键词 underground water-sealed oil storage (UWSOS) water-sealed safety(WSS) Water curtain system(WCS) Water inflow Fractured rock mass permeability
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大岗山水电站地下洞室群施工过程数值模拟分析 被引量:8
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作者 邬凯 盛谦 张勇慧 《水力发电》 北大核心 2009年第7期20-23,共4页
根据大岗山水电站地下厂房的工程地质条件和开挖设计方案,采用二维弹塑性有限元法对地下厂房洞室群施工开挖过程进行了数值模拟计算,分析了洞室群的开挖位移场、应力场和塑性区分布特征,研究了开挖过程中预埋测试孔的变形特征,为工程的... 根据大岗山水电站地下厂房的工程地质条件和开挖设计方案,采用二维弹塑性有限元法对地下厂房洞室群施工开挖过程进行了数值模拟计算,分析了洞室群的开挖位移场、应力场和塑性区分布特征,研究了开挖过程中预埋测试孔的变形特征,为工程的开挖支护和监测设计提供参考依据。 展开更多
关键词 数值模拟 地下洞室群 非线性有限元 开挖 大岗山工程
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地下洞室群围岩稳定性动态风险分析及系统研发 被引量:6
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作者 张超 张社荣 +1 位作者 崔溦 王超 《水利水运工程学报》 CSCD 北大核心 2015年第3期73-80,共8页
地下洞室群围岩稳定性风险研究尚处于起步阶段,为快速准确地对施工期地下洞室群围岩稳定性风险进行动态跟踪分析,基于层次分析法和模糊综合评价法,形成监测数据、巡视检查、数值模拟三维一体的评价体系,并考虑评价指标、评价标准的动态... 地下洞室群围岩稳定性风险研究尚处于起步阶段,为快速准确地对施工期地下洞室群围岩稳定性风险进行动态跟踪分析,基于层次分析法和模糊综合评价法,形成监测数据、巡视检查、数值模拟三维一体的评价体系,并考虑评价指标、评价标准的动态性确定地下洞室群围岩发生事故可能性等级。根据不同围岩破坏形式,提出适用于地下洞室群围岩稳定的损失估算方法,引入当量法概念,确定地下洞室群围岩稳定损失等级。结合地下洞室群围岩发生事故可能性等级和预估的地下洞室群围岩稳定性损失等级,经风险矩阵最终确定地下洞室群围岩稳定性风险等级。采用C#.Net、SQL SERVER和Python混合编程技术,研发一套能确定地下洞室群围岩稳定性动态风险的系统。该系统应用于国内某在建大型水电站的地下洞室群,能准确确定影响地下洞室群围岩稳定性的关键因素和危险区域,实时指导施工过程,规避可能存在的风险,保证地下洞室群施工安全。 展开更多
关键词 地下洞室群 围岩 层次分析法 模糊综合评价 当量法 动态风险分析 系统开发
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某大型地下洞室群断面变形监测数据的时序分形特征研究 被引量:4
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作者 邹静 李仲奎 《现代隧道技术》 EI 北大核心 2014年第5期48-54,共7页
文章以某大型地下洞室群工程项目为背景,首次引入标准极差(R/S)分析法处理收敛变形时程数据。首先,根据Hurst指数的基本含义并结合力学原理,指出分形维数代表断面变形的收敛速度,而Hurst指数本身代表监测开挖后围岩的松动程度;然后,计... 文章以某大型地下洞室群工程项目为背景,首次引入标准极差(R/S)分析法处理收敛变形时程数据。首先,根据Hurst指数的基本含义并结合力学原理,指出分形维数代表断面变形的收敛速度,而Hurst指数本身代表监测开挖后围岩的松动程度;然后,计算分析了实际变形数据的Hurst指数及其分形维数,从而判断了变形时程曲线的动力特征,比较了同一断面各测线之间的区别;进一步分别计算了同一轴线上不同断面监测数据的Hurst指数值,推测了本工程区域内围岩变形性能的演变趋势;最后,总结了Hurst指数的影响因素及其算法的改进思路。 展开更多
关键词 地下洞室群 变形监测数据 分形 HURST指数
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三峡右岸地下电站主厂房系统爆破开挖程序及开挖方法研究
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作者 徐成光 《现代隧道技术》 EI 北大核心 2006年第1期72-76,80,共6页
主厂房系统爆破开挖程序和开挖方法,最直接地影响着整个工程工期、质量、安全及成本。如何结合工程具体特点,确定最优的爆破开挖程序和开挖方法,这是主厂房系统爆破开挖的关键所在。三峡右岸地下电站主厂房系统爆破开挖程序及开挖方法... 主厂房系统爆破开挖程序和开挖方法,最直接地影响着整个工程工期、质量、安全及成本。如何结合工程具体特点,确定最优的爆破开挖程序和开挖方法,这是主厂房系统爆破开挖的关键所在。三峡右岸地下电站主厂房系统爆破开挖程序及开挖方法的研究成果,可供有关单位参考。 展开更多
关键词 地下电站主厂房系统 爆破开挖程序 爆破开挖方法 支护 安全监测
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地下洞室开挖压出式通风风量计算
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作者 王惠民 和孙文 +2 位作者 谢贤平 沈嗣元 陈一洲 《云南水力发电》 2007年第6期70-72,83,共4页
地下洞室开挖通风方式通常采用压入式、抽出式和混合式。文章提出一种新的布置方式,即压出式。对压出式通风的排烟过程作了一些探讨性的研究,并根据试验测定结果推导出压出式通风的风量计算公式,与沃罗宁理论推导的抽出式风量计算式是... 地下洞室开挖通风方式通常采用压入式、抽出式和混合式。文章提出一种新的布置方式,即压出式。对压出式通风的排烟过程作了一些探讨性的研究,并根据试验测定结果推导出压出式通风的风量计算公式,与沃罗宁理论推导的抽出式风量计算式是一致的,只是压出式公式多考虑了压出通风系统漏风率的影响,这与实际情况是一致的。 展开更多
关键词 地下洞室 独头通风 压出式 风量 漏风
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基于时间序列的地下水封洞库变形监测模型研究 被引量:3
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作者 文富勇 《人民长江》 北大核心 2015年第24期88-93,共6页
为确保地下水封洞库工程的安全,需利用监测数据分析和掌握地下结构的安全性状,并利用已有监测数据预测未来结构变化。基于时间序列分析理论,并以地下水封洞库变形监测效应量为研究对象,试图建立地下水封洞库变形的时间序列预测模型,在... 为确保地下水封洞库工程的安全,需利用监测数据分析和掌握地下结构的安全性状,并利用已有监测数据预测未来结构变化。基于时间序列分析理论,并以地下水封洞库变形监测效应量为研究对象,试图建立地下水封洞库变形的时间序列预测模型,在介绍模型原理的基础上,分析了监测数据平稳处理、模型识别、参数估计的方法和步骤。通过工程实例证明,采用时间序列分析预测模型对地下水封洞库围岩变形进行预测是可行的。 展开更多
关键词 时间序列 变形监测 ARIMA模型 地下水封洞库
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盐腔声呐测量前的井下作业施工 被引量:2
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作者 杨清玉 李海伟 +2 位作者 张幸 马哲斌 闫凤林 《中国井矿盐》 CAS 2015年第3期13-14,共2页
为了解采卤溶腔现状及为下步溶腔方案提供依据,利用声呐进行盐腔形状的测量是目前最可靠的方法。由于溶腔盐岩井段往往存在难溶、不溶矿物质,甚至是不溶物地层,在采卤过程中不溶物质的塌落易造成管柱的掩埋和变形。因此在声呐测量前必... 为了解采卤溶腔现状及为下步溶腔方案提供依据,利用声呐进行盐腔形状的测量是目前最可靠的方法。由于溶腔盐岩井段往往存在难溶、不溶矿物质,甚至是不溶物地层,在采卤过程中不溶物质的塌落易造成管柱的掩埋和变形。因此在声呐测量前必须进行井下作业施工,确保声呐测量仪器顺利进出溶腔腔体内。 展开更多
关键词 盐穴 溶腔 井下作业 声呐测量
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A study of water curtain parameters of underground oil storage caverns using time series monitoring and numerical simulation 被引量:2
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作者 Yi-guo XUE Ze-xu NING +5 位作者 Dao-hong QIU Mao-xin SU Zhi-qiang LI Fan-meng KONG Guang-kun LI Peng WANG 《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》 SCIE EI CAS CSCD 2021年第3期165-181,共17页
Water curtain systems(WCSs)are key components for the operation of underground oil storage caverns(UOSCs)and their optimization and design are important areas of research.Based on the time series monitoring of the fir... Water curtain systems(WCSs)are key components for the operation of underground oil storage caverns(UOSCs)and their optimization and design are important areas of research.Based on the time series monitoring of the first large-scale underground water-sealed storage cavern project in China,and on finite element analysis,this study explores the optimum design criteria for WCSs in water-sealed oil caverns.It shows that the optimal hole spacing of the WCS for this underground storage cavern is 10 m in order to ensure seal effectiveness.When the WCS is designed with a 10-m horizontal hole spacing and a water curtain pressure(WCP)of 80 kPa,a water curtain hole(WCH)has an influence radius of approximately 25 m.The smaller the vertical distance is between a WCH and the main cavern,the greater the water inflow into the main cavern.The vertical hydraulic gradient criterion can be satisfied when this distance is 25 m.It shows that the optimal WCP is 70 kPa,which meets sealing requirements. 展开更多
关键词 underground oil storage Water curtain system(WCS) water-sealed cavern Optimum design criteria Monitoring data Finite element method(FEM)
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