胡涛, 朱珍, 于衍真, 滕琳, 王燕, 雷腾飞, 胡子毅. 2021: 基于BOTDR技术的导水裂隙带高度现场光纤监测试验研究. 工程地质学报, 29(S1): 334-343. DOI: 10.13544/j.cnki.jeg.2021-0481
    引用本文: 胡涛, 朱珍, 于衍真, 滕琳, 王燕, 雷腾飞, 胡子毅. 2021: 基于BOTDR技术的导水裂隙带高度现场光纤监测试验研究. 工程地质学报, 29(S1): 334-343. DOI: 10.13544/j.cnki.jeg.2021-0481
    HU Tao, ZHU Zhen, YU Yanzhen, TENG Lin, WANG Yan, LEI Tengfei, HU Ziyi. 2021: EXPERIMENT STUDY ON FIELD PREDICTING THE HEIGHT OF WATER CONDUCTING FRACTURED ZONE BASED ON BOTDR. JOURNAL OF ENGINEERING GEOLOGY, 29(S1): 334-343. DOI: 10.13544/j.cnki.jeg.2021-0481
    Citation: HU Tao, ZHU Zhen, YU Yanzhen, TENG Lin, WANG Yan, LEI Tengfei, HU Ziyi. 2021: EXPERIMENT STUDY ON FIELD PREDICTING THE HEIGHT OF WATER CONDUCTING FRACTURED ZONE BASED ON BOTDR. JOURNAL OF ENGINEERING GEOLOGY, 29(S1): 334-343. DOI: 10.13544/j.cnki.jeg.2021-0481

    基于BOTDR技术的导水裂隙带高度现场光纤监测试验研究

    EXPERIMENT STUDY ON FIELD PREDICTING THE HEIGHT OF WATER CONDUCTING FRACTURED ZONE BASED ON BOTDR

    • 摘要: 为掌握大采深、厚煤层开采条件下导水裂隙带高度的动态发育规律,以荫营煤矿150313工作面为工程背景,基于BOTDR技术对该生产条件下光纤布设、钻孔优化、临安措施等进行了较深入地研究,并开展了基于BOTDR技术的井下现场实测。结果表明:(1)光纤应变在强度较低的岩层中呈峰值分布,在强度较高的岩层中呈平台分布;(2)光纤应变在单个岩层内初始呈现较低的平台分布,中期平台快速抬升和最终稳定平台的三阶段现象;(3)导水裂隙带高度初期随工作面回采表现为非线性地逐渐增大,最后趋于稳定。现场测试结果基本符合理论计算数值和室内模型试验结果,表明本文提出的BOTDR光纤应变测试方法是有效和可行的,对于推广普及导水裂隙带的光纤监测具有一定的实践意义。

       

      Abstract: In order to master the dynamic height and developing law of the Water Conducting Fractured Zone(WCFZ) caused by the coal mining in large depth and thickness, the Brillouin optical time domain reflector(B OTDR) is applied to the field predicting. Taking the 150313 working face of Yinying Coal Mine as the background, with the detailed introduction of BOTDR and the theoretical analysis of the specific geological and productive conditions of the working face, the studies were carried out about the layout of the optical fiber(OF), the occurrence optimization of layout boreholes, the temporary safety measures and the characteristics of strain distribution. The test results showed that the optical fiber strain(1) appears strain peak distribution in the stratum with Lower strength and plateau distribution in the stratum with higher strength, (2) presents three stages:the initial platform stage, fast stretching stage and the final slow lifting stable stage in a single stratum, (3) characterize the height of WCFZ increases gradually with non-uniformity and non-linearity, and tends to be stable at last. The field test results are consistent with the theoretical calculation values and the previous similar model simulation test results, which shows that the BOTDR strain test method proposed in this paper is effective and feasible, and has certain practical and universal significance for popularizing the BOTDR monitoring of the WCFZ in coal mines and other similar underground structures.

       

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