The influence of receptor interval and shot interval on the detection of collapse column

Liu Jiahao; Zhu Guowei

doi:10.19606/j.cnki.jmst.2021.04.003

Volume 6 Issue 4

Jul. 2021

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Article Navigation > Journal of Mining Science and Technology > 2021 > 6(4): 389-396

Liu Jiahao, Zhu Guowei. The influence of receptor interval and shot interval on the detection of collapse column[J]. Journal of Mining Science and Technology, 2021, 6(4): 389-396. doi: 10.19606/j.cnki.jmst.2021.04.003

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The influence of receptor interval and shot interval on the detection of collapse column

doi: 10.19606/j.cnki.jmst.2021.04.003

College of Geoscience and Surveying Engineering, China University of Mining and Technology-Beijing, Beijing 100083, China

Received Date: 2020-05-18
Rev Recd Date: 2020-10-28
Publish Date: 2021-08-01

Abstract

Abstract

Based on the geological characteristics and the seismic wave propagation characteristics of the collapse column, a collapse column model is constructed. Considering the change of single factor variation and the acoustic equation used to simulate the effect of different receptor interval and shot interval on the collapse column. Interpretation of the collapsed column fracture boundary is carried out by using the reflected wave amplitude changes of the offset profile and combined with seismic attribute analysis and manual interpretation. The detection accuracy is judged by the average deviation of the horizontal resolution of the collapsed column as an index. And the interpretation error of the diameter of the collapsed column is analyzed by ray tracing method. The results show, that the small receptor spacing is beneficial to the exploration of the collapse column, and when the receptor interval is 5 meters and the shot interval is 40 meters, it is favorable to the exploration of the collapse column model.
- collapse column,
- forward simulation,
- seismic exploration,
- receptor interval,
- shot interval,
- attribute analysis,
- ray tracing

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References(27)

References

[1]	孟新富, 冯春龙, 查文锋. 最大炮检距对陷落柱探测的影响[J]. 煤矿安全, 2015, 46(3): 194-196, 200. https://www.cnki.com.cn/Article/CJFDTOTAL-MKAQ201503056.htm Meng Xinfu, Feng Chunlong, Zha Wenfeng. Influence of maximum offset on collapse column exploration[J]. Safety in Coal Mines, 2015, 46(3): 194-196, 200. https://www.cnki.com.cn/Article/CJFDTOTAL-MKAQ201503056.htm
[2]	曹志勇, 王伟, 杨德义, 等. 煤田陷落柱波场模拟与分析[J]. 太原理工大学学报, 2008, 39(S2): 247-250. https://www.cnki.com.cn/Article/CJFDTOTAL-TYGY2008S2022.htm Cao Zhiyong, Wang Wei, Yang Deyi, et al. Coalfield subsided column wave field modeling and analysis[J]. Journal of Taiyuan University of Technology, 2008, 39(S2): 247-250. https://www.cnki.com.cn/Article/CJFDTOTAL-TYGY2008S2022.htm
[3]	杨晓东, 杨德义. 煤田陷落柱特殊波对陷落柱解释的影响[J]. 物探与化探, 2010, 34(5): 627-631, 634. https://www.cnki.com.cn/Article/CJFDTOTAL-WTYH201005015.htm Yang Xiaodong, Yang Deyi. An analysis of the special wave impact on the interpretation of the coalfield collapse column[J]. Geophysical and Geochemical Exploration, 2010, 34(5): 627-631, 634. https://www.cnki.com.cn/Article/CJFDTOTAL-WTYH201005015.htm
[4]	孙庆贵. 岩溶陷落柱对煤矿的影响与处理措施[J]. 科技风, 2008(1): 5. doi: 10.3969/j.issn.1671-7341.2008.01.005 Sun Qinggui. Effect of karst collapse pillar on coal mine and treatment measures[J]. Technology Wind, 2008(1): 5. doi: 10.3969/j.issn.1671-7341.2008.01.005
[5]	崔芳鹏, 武强, 林元惠, 等. 中国煤矿水害综合防治技术与方法研究[J]. 矿业科学学报, 2018, 3(3): 219-228. http://kykxxb.cumtb.edu.cn/article/id/141 Cui Fangpeng, Wu Qiang, Lin Yuanhui, et al. A Study on the technology and methods of comprehensive prevention and control of coal mine water hazards in China[J]. Journal of Mining Sciences and Technology, 2018, 3(3): 219-228. http://kykxxb.cumtb.edu.cn/article/id/141
[6]	许延春, 曹光明, 张星宇, 等. 推采陷落柱工作面覆岩异常破坏规律研究[J]. 矿业科学学报, 2018, 3(3): 268-276. http://kykxxb.cumtb.edu.cn/article/id/147 Xu Yanchun, Cao Guangming, Zhang Xingyu, et al. A study on the law of abnormal failure of overrock in sliding column working face of push mining[J]. Journal of Mining Sciences and Technology, 2018, 3(3): 268-276. http://kykxxb.cumtb.edu.cn/article/id/147
[7]	尹尚先, 连会青, 刘德民, 等. 华北型煤田岩溶陷落柱研究70年: 成因·机理·防治[J]. 煤炭科学技术, 2019, 47(11): 1-29. https://www.cnki.com.cn/Article/CJFDTOTAL-MTKJ201911001.htm Yin Shangxian, Lian Huiqing, Liu Demin, et al. 70 years of investigation on Karst collapse column in North China Coalfield: cause of origin, mechanism and prevention[J]. Coal Science and Technology, 2019, 47(11): 1-29. https://www.cnki.com.cn/Article/CJFDTOTAL-MTKJ201911001.htm
[8]	Martinez J D, Johnson K S, Neal J T. Sinkholes in ev-aporate rocks[J]. American Scientist, 1998, 86: 39-52. http://search.ebscohost.com/login.aspx?direct=true&db=aph&AN=131763&site=ehost-live
[9]	Palmer A N. Origin and morphology of limestone caves[J]. Geological Society of America Bulletin, 1991, 103(1): 1-21. doi: 10.1130/0016-7606(1991)103<0001:OAMOLC>2.3.CO;2
[10]	Van den Eeckhaut M, Poesen J, Dusar M, et al. Sinkhole formation above underground limestone Quarries: a case study in South Limburg (Belgium)[J]. Geomorphology, 2007, 91(1/2): 19-37. http://www.sciencedirect.com/science/article/pii/S0169555X07000463
[11]	Hatzor Y H, Talesnick M, Tsesarsky M. Continuous and discontinuous stability analysis of the bell-shapedcaverns at Bet Guvrin, Israel[J]. International Journal of Rock Mechanics and Mining Sciences, 2002, 39(7): 867-886. doi: 10.1016/S1365-1609(02)00071-0
[12]	Martinez J, Johnson K, Neal J. Sink-holes in evaporite rocks surface subsidence can develop within a matter of days when highly soluble rocks dissolves because of either natural or human cause[J]. Amercan Scientist, 1998: 38-51. http://search.ebscohost.com/login.aspx?direct=true&db=aph&AN=131763&site=ehost-live
[13]	赵金贵, 郭敏泰. 平顺老马岭岩溶陷落柱的发现及形成时段探讨[J]. 煤炭学报, 2014, 39(8): 1716-1724. https://www.cnki.com.cn/Article/CJFDTOTAL-MTXB201408045.htm Zhao Jingui, Guo Mintai. Discover and formation time of Karst collapse pillar in Laomaling, Pingshun County[J]. Journal of China Coal Society, 2014, 39(8): 1716-1724. https://www.cnki.com.cn/Article/CJFDTOTAL-MTXB201408045.htm
[14]	赵金贵, 郭敏泰. 太原东山大窑头煤系层间构造与岩溶陷落柱群发育模式[J]. 煤炭学报, 2013, 38(11): 1999-2006. https://www.cnki.com.cn/Article/CJFDTOTAL-MTXB201311020.htm Zhao Jingui, Guo Mintai. The interlayer structures and the Karst collapse Pillars style of the coal measure strata in Dayaotou village, Eastern Mountain, Taiyuan[J]. Journal of China Coal Society, 2013, 38(11): 1999-2006. https://www.cnki.com.cn/Article/CJFDTOTAL-MTXB201311020.htm
[15]	尹尚先, 武强, 王尚旭. 华北煤矿区岩溶陷落柱特征及成因探讨[J]. 岩石力学与工程学报, 2004, 23(1): 120-123. doi: 10.3321/j.issn:1000-6915.2004.01.023 Yin Shangxian, Wu Qiang, Wang Shangxu. Studies on characters and forming mechanism of karstic collapse columns at mine area of North China[J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(1): 120-123. doi: 10.3321/j.issn:1000-6915.2004.01.023
[16]	牛磊. 华北型煤田岩溶陷落柱突水机理及危险性评价[D]. 北京: 中国矿业大学(北京), 2015.
[17]	尹万才, 施龙青, 卜昌森. 华北煤田陷落柱发育的几何特征[J]. 山东科技大学学报: 自然科学版, 2004, 23(2): 23-25. doi: 10.3969/j.issn.1672-3767.2004.02.007 Yin Wancai, Shi Longqing, Bu Changsen. Geometrical characteristics of sunken column in North China coalfield[J]. Journal of Shandong University of science and Technology: Natural Science, 2004, 23(2): 23-25. doi: 10.3969/j.issn.1672-3767.2004.02.007
[18]	张永双, 谭卓英, 吕朋菊. 华北型煤田岩溶陷落柱分类探讨[J]. 煤炭工程师, 1998, 25(5): 19-21, 24. https://www.cnki.com.cn/Article/CJFDTOTAL-ENER805.006.htm Zhang Yongshuang, Tan Zhuoying, Lü Pengju. Probing into classification of Karst subsided columns in coal basins of North China type[J]. Coal Engineer, 1998, 25(5): 19-21, 24. https://www.cnki.com.cn/Article/CJFDTOTAL-ENER805.006.htm
[19]	赵金贵. 西山煤田岩溶陷落柱形态学特征及构造水文演化[D]. 太原: 太原理工大学, 2004.
[20]	洪雷. 大同四台井田岩溶陷落柱发育规律的研究[J]. 矿业安全与环保, 2003, (S1): 217-218. https://www.cnki.com.cn/Article/CJFDTOTAL-ENER2003S1121.htm Hong Lei. Study on development of Karst collapse columns in Sitai Mine field in Datong[J]. Mining Safety & Environmental Protection, 2003, (S1): 217-218. https://www.cnki.com.cn/Article/CJFDTOTAL-ENER2003S1121.htm
[21]	尹尚先, 吴文金, 李永军. 华北煤田岩溶陷落柱及其突水研究[M]. 北京: 煤炭工业出版社, 2008.
[22]	许海涛, 李永军, 康庆涛. 陷落柱发育规律及其地球物理特征研究[J]. 中国矿业, 2014, 23(8): 119-122. doi: 10.3969/j.issn.1004-4051.2014.08.027 Xu Haitao, Li Yongjun, Kang Qingtao. Study on development regularity and geophysical characteristics of collapse column[J]. China Mining Magazine, 2014, 23(8): 119-122. doi: 10.3969/j.issn.1004-4051.2014.08.027
[23]	申有义. 煤田陷落柱三维地震勘探观测系统的优化设计[D]. 太原: 太原理工大学, 2009.
[24]	郭文峰. 采空区及陷落柱的地震波场分析[D]. 太原: 太原理工大学, 2015.
[25]	吴守华, 周国兴, 杨素霞, 等. 陷落柱地震响应特征分析[J]. 煤田地质与勘探, 2004, 32(3): 52-54. doi: 10.3969/j.issn.1001-1986.2004.03.018 Wu Shouhua, Zhou Guoxing, Yang Suxia, et al. Analysis for the seismic response characteristics of collapse column[J]. Coal Geology & Exploration, 2004, 32(3): 52-54. doi: 10.3969/j.issn.1001-1986.2004.03.018
[26]	袁野, 刘洋. 地震属性优化与预测新进展[J]. 勘探地球物理进展, 2010, 33(4): 229-238, 227. https://www.cnki.com.cn/Article/CJFDTOTAL-KTDQ201004002.htm Yuan Ye, Liu Yang. New progress in seismic attribute optimizing and predicting[J]. Progress in Exploration Geophysics, 2010, 33(4): 229-238, 227. https://www.cnki.com.cn/Article/CJFDTOTAL-KTDQ201004002.htm
[27]	曹志勇, 杨德义. 陷落柱的高斯射线束法模拟[J]. 中国煤炭地质, 2008, 20(6): 63-65, 69. doi: 10.3969/j.issn.1674-1803.2008.06.022 Cao Zhiyong, Yang Deyi. Modeling of subsided column with Gaussian beam method[J]. Coal Geology of China, 2008, 20(6): 63-65, 69. doi: 10.3969/j.issn.1674-1803.2008.06.022

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The influence of receptor interval and shot interval on the detection of collapse column

doi: 10.19606/j.cnki.jmst.2021.04.003

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