特厚煤层分层综放开采断层-离层耦合溃水机理
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  • 英文篇名:Research on water inrush mechanism of fault coupling bed separation with fully-mechanized sublevel caving of ultra-thick coal seam
  • 作者:马莲净 ; 赵宝峰 ; 徐会军 ; 曹海东
  • 英文作者:MA Lianjing;ZHAO Baofeng;XU Huijun;CAO Haidong;School of Environmental Science and Engineering,Chang'an University;Key Laboratory of Subsurface Hydrology and Ecological Effects in Arid Region(Chang'an University),Ministry of Education;Xi'an Research Institute of China Coal Technology & Engineering Group Corp;China Energy Investment Corporation Limited;
  • 关键词:特厚煤层 ; 分层综放开采 ; 数值模拟 ; 相似材料模拟 ; 溃水机理
  • 英文关键词:ultra-thick coal seam;;fully-mechanized sublevel caving;;numerical simulation;;similar material sim-ulation;;water inrush mechanism
  • 中文刊名:MTXB
  • 英文刊名:Journal of China Coal Society
  • 机构:长安大学环境科学与工程学院;长安大学旱区地下水文与生态效应教育部重点实验室;中煤科工集团西安研究院有限公司;国家能源投资集团有限责任公司;
  • 出版日期:2019-02-15
  • 出版单位:煤炭学报
  • 年:2019
  • 期:v.44;No.293
  • 基金:国家重点研发计划资助项目(2016YFC0501104);; 中煤科工集团西安研究院面上基金资助项目(2016XAYMS10)
  • 语种:中文;
  • 页:MTXB201902025
  • 页数:9
  • CN:02
  • ISSN:11-2190/TD
  • 分类号:223-231
摘要
为了研究在复杂条件下断层-离层耦合溃水的机理及制定相应的防治水措施,在分析了老虎台井田地质、水文地质和开采条件的基础上,结合水害事故,采用数值模拟和相似材料模拟两种方法,对特厚煤层分层综放开采工作面"两带"发育高度、断层和离层空间形成特征进行了定量化研究,工作面回采后的冒采比和裂采比分别为4. 98~5. 42和7. 10~7. 30;断层空间形态和大小主要受到断层落差和与工作面距离影响;离层空间主要形成于不同岩性接触面附近。基于工作面顶板断层和离层空间形成、充水和溃水过程分析,揭示了断层-离层耦合溃水机理:上分层工作面回采导致覆岩中产生断层和离层空间,在接受含水层的持续补给后形成断层和离层水体,下分层工作面回采产生的垮落带波及至水体后发生溃水事故,与以往断层水害和离层水害相比,具有以下特点:断层和离层同时作为水害事故的充水水源和导水通道;垮落带是导致水害发生的主要因素;水害的孕育和发生分别在不同的工作面。针对水害特点提出了相应的防治水方案,首先对研究区进行水害威胁程度分区,受水害威胁轻及较轻区域的煤炭资源可以正常回采,受水害威胁较重及重区域的煤炭资源必须采取以下措施方可回采:注浆充填已形成的断层和离层空间,疏放已形成的断层和离层水体,减少工作面回采对覆岩中断层和离层水体的扰动。根据典型工作面的安全回采,初步验证了溃水机理的正确性和防治水方案的可靠性,下一步将根据井上、下工程验证,补充和完善防治水措施。
        In order to research the water inrush mechanism of fault coupling bed separation under the complex condition and formulate corresponding water disaster control measures. Based on the analysis of geological,hydrogeological and mining condition in Laohutai coal mine,combined with water inrush accident,numerical simulation and similar material simulation were used to research "two zones"development rule of working face,the space formation characteristics of fault and bed separation with fully-mechanized sublevel caving of ultra-thick coal seam.The caving to mining ratio and fracturing to mining ratio are 4.98-5.42 and 7.10-7.30.The spatial form and size of faults are mainly affected by the fault throw and the distance from the working face.The bed separation space is mainly formed near the contact surface of different stratum.Based on the analysis of formation,water filling and water inrush process of fault and bed separation on the roof of working face,water inrush mechanism of fault coupling bed separation were find out:the mining of upper layer working face led to fault and bed separation space,then the space were filled with water from aquifer continuous replenishment,the water inrush was happened when the caving zone connected water body after lower working face mined.Compared with the previous water disaster caused by fault and bed separation,the water inrush of fault coupling bed separation has the following characteristics: the fault and bed separation are water filling source and channel of water disaster at the same time; The caving zone is the main cause of water disaster; The gestation and occurrence of water disaster are in different working face.For water damage characteristics,the corresponding project of water control was put forward.First of all,the research area is partition according to water disaster threat degree.Then,the coal resources not threatened by water disaster can be mining.The coal resources threatened by water disaster can be mining after the following measures: grouting and filling the space of fault and bed separation,drainage the water of fault and bed separation and reducing the disturbance from working face mining to the water of fault and bed separation.According to the safety mining of typical working face,the correctness of water inrush mechanism and the reliability of water disaster control scheme are preliminarily verified. In the next step,the water disaster control measures will be supplemented and improved according to the engineering verification on the ground and underground.
引文
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