• 论文
主办单位:煤炭科学研究总院有限公司、中国煤炭学会学术期刊工作委员会
化学沉淀修复采动破坏岩体孔隙/裂隙的降渗特性试验
  • Title

    Experimental study on water permeability decrease character due to restoration function on chemical precipitation on holes or fractures in mining failure rock mass

  • 作者

    鞠金峰李全生许家林李娟娟曹志国

  • Author

    JU Jinfeng,LI Quansheng,XU Jialin,LI Juanjuan,CAO Zhiguo

  • 单位

    中国矿业大学 物联网(感知矿山)研究中心矿山互联网应用技术国家地方联合工程实验室煤炭开采水资源保护与利用国家重点实验室国家能源投资集团有限责任公司 2030项目办公室中国矿业大学 煤炭资源与安全开采国家重点实验室

  • Organization
    1.The National and Local Joint Engineering Laboratory of Internet Application Technology on Mine,China University of Mining and Technology,Xuzhou ,China;2.IoT/Perception Mine Research Center,China University of Mining and Technology,Xuzhou ,China;3.State Key Laboratory of Water Resources Protection and Utilization in Coal Mining,Beijing ,China;Project Office,National Energy Investment Group Co.,Ltd.,Beijing ,China;5.State Key Laboratory of Coal Resources and Safe Mining,China University of Mining and Technology,Xuzhou
  • 摘要

    针对覆岩采动破坏含水层的生态修复难题,以化学沉淀物封堵采动导水通道为思路,开展了铁/钙质化学沉淀对采动破坏岩体孔隙/裂隙的修复降渗特性试验。采用单一裂缝岩样模型和石英砂管模型分别模拟地下水在破断岩层裂隙通道和破碎岩体孔隙通道中的渗流状态,通过注入可与地下水发生铁/钙质化学沉淀的试剂,评价沉淀物对采动岩体孔隙/裂隙的封堵降渗特性。结果表明:在为期近42 d的水渗流试验中,两试验模型降渗趋势显著,且均呈现先快后慢的分区降渗特征。裂隙岩样模型选用铁质化学沉淀进行封堵降渗,绝对渗透率由初始的15.1 D降低为0.01 D;试验初期受裂隙面岩石黏土矿物遇水膨胀作用的叠加,降渗速度快、时间短。石英砂管模型选用钙质化学沉淀开展降渗试验,绝对渗透率由初始的62.3 D降低为0.1 D;由于其宏观孔隙通道尺寸大、初始孔隙率高(32.8%),导致初期快速降渗阶段持续时间明显偏长,且试验末期对应绝对渗透率值也相对偏大。试验结果证实了铁/钙质化学沉淀对采动破坏岩体孔隙/裂隙的封堵修复效果,同时也为利用化学沉淀方法进行采动覆岩导水通道封堵的含水层生态修复研究与实践提供了重要参考。

  • Abstract
    Aiming at the problem of ecological restoration of overburden aquifer caused by mining activities,oriented to an idea that blocking mining-induced fractures with chemical precipitation,some experiments on the permeability reduction characteristic of mininginduced fractures were conducted.To simulate the flowing state and percolation of underwater in the mining-induced fractures,the singlefracture rock model and the quartz sand tube model was built.The permeability reduction characteristic can be evaluated while injecting chemical ferric and calcic reagent,the process of which can generate precipitations.The results showed that there was a considerable reducing trend of permeability during the 42 days experiment,furthermore,the permeation speed changed,being fast firstly and then slow.In the single-fracture rock model,the absolute permeability decreased from 15.1 μm2 previously to 0.01 μm2 after experiment,as blocked with ferric chemical precipitation.Because of the water-swelling effect of clay minerals on the fracture surface,the permeability reduction showed a rapid drop in the initial stage of the experiment.As for the other model,calcic chemical precipitation was used accordingly,with the permeability reducing from 62.3 μm2 initially to 0.1 μm2.Due to the large size of macroscopic holes and high initial porosity (32.8%),the duration of initial process of permeability reduction was significantly longer,furthermore,the absolute permeability values was also larger at the end of the experiment.The experimental result indicated a positive effect of ferric and calcic chemical precipitation on blocking mining-induced fracture,also provided a reference for researches and practices of aquifer restoration after mining based on blocking underground channels in the bed rock through a chemical approach.
  • 关键词

    含水层修复铁/钙质化学沉淀裂隙岩体石英砂管自修复降渗特性

  • KeyWords

    aquifer restoration;iron and calcium precipitate;fractured rock mass;arenaceous quartz pipe;self-healing;decrease character of water permeability

  • 基金项目(Foundation)
    国家自然科学基金资助项目(51604259);国家重点研发计划资助项目(2016YFC0501104);煤炭开采水资源保护与利用国家重点实验室开放基金资助项目(SHJT-16-30.2)
  • 相关文章
  • 相关专题
相关问题

主办单位:煤炭科学研究总院有限公司 中国煤炭学会学术期刊工作委员会

©版权所有2015 煤炭科学研究总院有限公司 地址:北京市朝阳区和平里青年沟东路煤炭大厦 邮编:100013
京ICP备05086979号-16  技术支持:云智互联