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煤层钻孔内注入液氮过程中的传热传质规律及煤损伤分析 被引量:1
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作者 丛钰洲 翟成 +5 位作者 丁熊 余旭 徐吉钊 孙勇 郑仰峰 唐伟 《煤炭学报》 EI CAS CSCD 北大核心 2023年第8期3128-3137,共10页
低温流体液氮向煤层钻孔内注入过程中的传热传质规律及煤损伤分析,是目前液氮在煤层增透领域应用中亟待研究的关键问题。通过利用流量计、内视镜、热电偶、质量天平和超声探测仪,可视化分析了液氮注入过程中煤钻孔内液氮的初始累积过程... 低温流体液氮向煤层钻孔内注入过程中的传热传质规律及煤损伤分析,是目前液氮在煤层增透领域应用中亟待研究的关键问题。通过利用流量计、内视镜、热电偶、质量天平和超声探测仪,可视化分析了液氮注入过程中煤钻孔内液氮的初始累积过程和液位状态变化,探究了不同注入速率下钻孔内液氮的实际液位、净液位和注入效率随注入时间的变化规律,并对3个不同时刻下的煤体进行超声损伤检测。研究发现,液氮初始累积时会在钻孔底部煤的交界面处形成明显的莱顿佛洛斯特效应,随着钻孔底部煤温的不断降低,辐射换热系数不断减小,进而蒸汽膜厚度随之降低。不同注入速率下,1 m长钻孔内液氮的净液位最大增加量均为35 cm左右,这意味着,向长钻孔内注入液氮时,应实施分段注入,仅增加液氮注入时间会造成液氮的浪费。实际液位与净液位比值的变化规律均为先降低然后趋于稳定,稳定状态下2者的液位比相近。不同注入速率下液氮注入效率随注入时间的变化规律,均为降低—升高—稳定—降低。低速注入速率下的液氮注入效率更高,提升注入速率后单位体积液氮所相变的氮气,在钻孔内换热时间更短、向钻孔外排出温度更低,进而增大了液氮损耗,使注入效率变低。超声波测试结果表明,液氮能够渗入裂缝内部,使裂缝两侧在冷冲击的作用下冻缩,增加原有的裂缝宽度并使缝尖受到裂缝两侧冻缩力的作用拉伸扩展变形,形成新的裂缝。 展开更多
关键词 层钻孔 液氮注入效率 液位变化 传热传质 煤损伤
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闭坑矿井矿界煤柱采动损伤及其安全性评价 被引量:6
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作者 张文斌 吴基文 +3 位作者 翟晓荣 胡儒 毕尧山 王广涛 《工矿自动化》 北大核心 2020年第2期39-44,共6页
闭坑矿井矿界煤柱受采动损伤后其隔水能力降低,易导致闭坑老空水破坏矿界煤柱进入相邻生产矿井,影响矿井安全生产。以淮北矿区两相邻矿井即闭坑矿井沈庄矿和生产矿井袁庄矿的矿界煤柱为研究对象,采用FLAC 3d数值模拟和理论计算方法,对... 闭坑矿井矿界煤柱受采动损伤后其隔水能力降低,易导致闭坑老空水破坏矿界煤柱进入相邻生产矿井,影响矿井安全生产。以淮北矿区两相邻矿井即闭坑矿井沈庄矿和生产矿井袁庄矿的矿界煤柱为研究对象,采用FLAC 3d数值模拟和理论计算方法,对沈庄矿S2Ⅱ313工作面和袁庄矿Ⅲ3142工作面矿界煤柱采动损伤区宽度进行研究,根据研究结果确定矿界煤柱采动损伤区宽度为13.1 m,表明矿界煤柱已被破坏,两相邻矿井边界煤岩层已不具备阻水能力。在此基础上对矿界煤柱安全性进行了评价,得出现有矿界煤柱存在渗水和溃水危险性,需采取布置阻水帷幕或注浆加固等措施。 展开更多
关键词 矿井水害防治 闭坑矿井 老空水 矿界 采动损伤 柱采动损伤区宽度 安全性评价
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闭坑矿井积水对邻近生产矿井的影响 被引量:5
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作者 郝红俊 翟晓荣 +3 位作者 胡儒 庞瑶 黄楷 吴基文 《工矿自动化》 北大核心 2022年第4期60-65,共6页
闭坑矿井老空水积水会破坏矿界煤柱强度,引起煤柱失效,对邻近生产矿井存在安全威胁。针对目前对矿界煤柱采动损伤后老空水位安全极限的研究不全面的问题,以淮北矿业集团朔石矿业东部井(简称朔石东部井)和淮北双龙矿业有限责任公司(简称... 闭坑矿井老空水积水会破坏矿界煤柱强度,引起煤柱失效,对邻近生产矿井存在安全威胁。针对目前对矿界煤柱采动损伤后老空水位安全极限的研究不全面的问题,以淮北矿业集团朔石矿业东部井(简称朔石东部井)和淮北双龙矿业有限责任公司(简称双龙公司)为研究对象,分析了朔石东部井闭坑老空水对双龙公司的影响,并提出对应的水害防治措施。通过理论计算和数值模拟研究矿界煤柱采动损伤,根据损伤结果计算老空水位安全极限;基于伯努利方程及Darcy-Weisbach管道流理论,计算井下已有疏水钻孔疏水能力,评价安全性。研究结果表明:在采动影响下,矿界煤柱损伤宽度约为19 m,有效宽度仅为21 m,能承受的最大水位差为33 m,朔石东部井闭坑水位回升至-398 m时,煤柱存在失稳可能;井下现有疏水钻孔疏水量约为89 m^(3)/h,小于矿井实际闭坑涌水量160 m^(3)/h,达到极限水位后,老空水位仍可能持续回升,存在水害威胁。提出了扩大孔径、增补疏水钻孔等水害防治措施,研究结果可为类似条件闭坑水害防治提供借鉴。 展开更多
关键词 矿水害防治 闭坑矿井 老空水 矿界 柱采动损伤 柱宽度 水位安全极限
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Energy dissipation of coal and rock during damage and failure process based on EMR 被引量:16
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作者 Song Dazhao Wang Enyuan +2 位作者 Li Zhonghui Liu Jie Xu Wenquan 《International Journal of Mining Science and Technology》 SCIE EI CSCD 2015年第5期787-795,共9页
The physical and mechanical change processes of coal and rock are closely related to energy transformation,and the destruction and failure of coal and rock is an instability phenomena driven by energy change.However,t... The physical and mechanical change processes of coal and rock are closely related to energy transformation,and the destruction and failure of coal and rock is an instability phenomena driven by energy change.However,the energy change of large-scale coal rock in the mine site is hardly calculated accurately,making it difficult to monitor coal-rock systematic failure and collapse from the perspective of energy.By the energy dissipation EMR monitoring system,we studied the damage and failure of coal and rock with bursting liability from the energy dissipation point using the geophysical method-EMR,and explored the energy dissipation characteristics during uniaxial compression and their main influencing factors.The results show that under displacement-control loading mode,there are 2 types of energy dissipation trends for both coal and rock with bursting liability.The type Ⅰ trend is a steady increase one during the whole process,therein,the energy dissipation of rock samples is accelerated at the peak load.The type Ⅱ trend energy is a W-shaped fluctuating one containing 6 stages.Under load-control loading mode,there is one energy dissipation trend of shock downward-steady rise.Besides that,rock samples also present a trend of 4 stages.The energy dissipation characteristics of coal and rockduring loading failure process can be used as effective criteria to assess whether they are in a stable or destructive stage.The factors influencing energy dissipation in the loading failure process of coal and rock mainly include strength,homogeneity,and energy input efficiency. 展开更多
关键词 Energy dissipation Electromagnetic radiation Coal and rock Damage and failure Rock burst
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CT IDENTIFICATION OF THE MECHANIC CHARACTERISTICS OF DAMAGE PROPAGATION OF ROCK 被引量:2
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作者 杨更社 孙钧 +2 位作者 谢定义 张长庆 蒲毅彬 《Journal of Coal Science & Engineering(China)》 1997年第1期21-25,共5页
The computerized tomography technique is applied to study the damage propagation of rock for the first time in this paper. CT values and their distribution regularity of damage propaga-tion of rock are analyzed in det... The computerized tomography technique is applied to study the damage propagation of rock for the first time in this paper. CT values and their distribution regularity of damage propaga-tion of rock are analyzed in detail. The relation between CT values and stresses (strains) of the damage propagation of rock is then discussed. This provides the foundation for establishing the constitutive relation of damage propagation of rock. 展开更多
关键词 ROCK damage propagation CT identification
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Acoustic emission characteristics and stress release rate of coal samples in different dynamic destruction time 被引量:3
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作者 Xiao Fukun Liu Gang +3 位作者 Zhang Ze Shen Zhiliang Zhang Fengrui Wang Yifei 《International Journal of Mining Science and Technology》 SCIE EI CSCD 2016年第6期981-988,共8页
Considering the importance of the prediction of rock burst disasters, and in order to grasp the law of acoustic emission(AE) of coal samples in different dynamic destruction time, the SH-II AE monitoring system was ad... Considering the importance of the prediction of rock burst disasters, and in order to grasp the law of acoustic emission(AE) of coal samples in different dynamic destruction time, the SH-II AE monitoring system was adopted to monitor the failure process of coal samples. The study of the change rule of the AE numbers, energy, ‘b' value and spectrum in the micro crack propagation process of the coal samples shows that as dynamic damage time went by, AE presented high-energy counts and the accumulated counts increased during the compression phase. The AE energy and cumulative counts increased during the elastic stage. The AE blank area increased gradually and the blank lines were more and more obvious in the molding stage. The AE counts and energy showed a trend of decrease in the residual damage phase.AE ‘b' values gradually became sparse, and the large scale cracks percentage compared with micro cracks decreased and the degree of damage decreased. The AE frequency spectrum peak went from the residual damage phase to the molding phase, and finally it was nearly stable, besides the bandwidth of the main frequency is gradually narrowed. Also, the frequency peak changed from single peak frequency to bi-peak frequency and to the single peak frequency. Uniaxial compressive strength is more sensitive than the elastic modulus to dynamic damage time. 展开更多
关键词 Dynamic destruction time Acoustic emission Outburst-proneness Stress release rate
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Status quo and prospect of the development for underground coal mine refuge chamber 被引量:2
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作者 Ming-bo PIAO Jun MAO Tie-jun WANG 《Journal of Coal Science & Engineering(China)》 2013年第1期38-45,共8页
As one form of the energy resources, coal is becoming more and more important. Due to the particularity in coal mine production, mine accidents some time occur in countries all over the world, which result in large ca... As one form of the energy resources, coal is becoming more and more important. Due to the particularity in coal mine production, mine accidents some time occur in countries all over the world, which result in large casualties and economic losses. As equipment that can provides the miners with an emergency shelter when the coal mine accidents occur, the under ground coal mine refuge chamber is paid more and more attention by coal mine enterprises, and the application of the refuge chamber is increasingly widespread. The general functions, the classification, and the successful applications of the underground coal mine refuge chamber are illustrated first, and the research significance on the tmderground coal mine refuge chamber is stated. Following, the development status quo at home and abroad for the refuge chamber is introduced. Then, the implementation methods for the key functions of the underground coal mine refuge chamber are demonstrated. Finally, the prospect for the development of the underground coal mine refuge chamber is stated. 展开更多
关键词 coal mine production mine accident underground lifesaving underground refuge chamber PROSPECT
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Analysis on distribution law of the abutment pressure of the integrated coal beside the road-in packing for gob-side entry retaining in fully-mechanized caving face
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作者 Zhu Chuanqu Liu Ze +1 位作者 Wang Weijun Zhang Daobing 《Engineering Sciences》 EI 2009年第3期23-27,共5页
The three-dimensional damage constitutive relationship of coal is established and distribution law of the abutment pressure of the integrated coal beside the road-in packing for gob-side entry retaining in fully-mecha... The three-dimensional damage constitutive relationship of coal is established and distribution law of the abutment pressure of the integrated coal beside the road-in packing for gob-side entry retaining in fully-mechanized caving face under the effect of given deformation of the main roof is analyzed by the damage mechanics theory. And the relationship between distribution of the abutment pressure and thickness of coal seam is explored. The presented result is of great theoretical significance and practical value to the study on stability control of the surrounding rock of road-in packing for gob-side entry retaining in fully-mechanized caving face. 展开更多
关键词 road-in packing for gob-side entry retaining in fully-mechanized caving face integrated coal beside the roadway abutment pressure damage mechanics
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