Abstract
Backfill coal mining, an environmentally friendly practice, is widely used to mitigate the hazards of water and sand inrushes (WSIs) and surface subsidence. In this study, a quantitative analysis for assessing the hazard reduction of WSIs due to backfilling was established that combines a modified analytic hierarchy process (AHP) with a geographic information system (GIS) and entropy. The analytical and quantitative model consists of four criteria and eight factors for the hazard assessment target layer. The weight of each index is comprehensively determined based on the modified AHP and entropy. Then, a hazard zone map that is color-coded is overlay analyzed based on GIS to comparatively evaluate the degrees of hazard from WSI due to longwall caving and paste backfill. The Taiping coal mine was used as a case study to validate the accuracy of the evaluation model. The results indicate that paste backfilling can effectively reduce the influence of the overburden failure height on WSI hazards. The highest hazard index of backfill mining was significantly reduced, and high-hazard and very high-hazard zones of longwall caving were transformed into low-hazard or even no-hazard zones. The evaluation results are in good agreement with actual engineering practices and offer an effective reference for practical engineering projects and prevention and control measures for safe mining under loose sand aquifers.
Zusammenfassung
Der Kohleabbau im Versatzverfahren ist als umweltschonende Praxis weit verbreitet. Die Gefahr von Wasser- und Sandeinbrüchen mit gleichzeitiger Oberflächensenkungen wird somit gemindert. In dieser Studie wird eine quantitative Bewertung der Gefahrenreduktion infolge von Wasser- und Sandeinbrüchen (WSIs) durch den Versatzbergbau mit Hilfe eines modifizierten analytischen Hierarchieprozesses (AHP) durchgeführt, wobei ein geografisches Informationssystem (GIS) verwendet und mit der Entropie kombiniert wird. Zur Gefahrenabschätzung besteht das analytische und quantitative Modell aus 4 Kriterien und 8 Faktoren. Die Gewichtung der einzelnen Indizes wird auf Basis des modifizierten AHP und der Entropie bestimmt. Anschließend wird eine farbcodierte Gefahrenzonenkarte mit Hilfe eines GIS überlagert, um den Grad der Gefährdung durch WSI aufgrund von Strebabbrüchen und Dickstoffversatz vergleichend zu bewerten. Eine Fallstudie im Taiping-Kohleabbau wird genutzt, um die Genauigkeit des Bewertungsmodells zu validieren. Die Ergebnisse zeigen, dass eine fließfähige Verfüllung den Einfluss der Überlagerungshöhe auf die WSI effektiv und das Risiko eines Deckgebirgsversagens infolge von WSI wirksam reduzieren kann. Die höchste Gefährdung wird durch den Versatzbergbau signifikant vermindert und kann die hochgefährdeten und sehr hochgefährdeten Zonen eines möglichen Strebausbruchbereichs in niedriggefährdete oder sogar nicht gefährdete Zonen überführen. Die Bewertungsergebnisse stehen in guter Übereinstimmung mit der realen Ingenieurpraxis und bieten eine effektive Referenz für Ingenieurprojekte sowie für Präventions- und Kontrollmaßnahmen und somit für einen sicheren Bergbau unterhalb von Lockergesteinsaquiferen.
Resumen
La minería de carbón de relleno, una práctica respetuosa con el medio ambiente, se utiliza ampliamente para mitigar los peligros de las irrupciones de agua y arena y el hundimiento de la superficie. En este estudio, se estableció un análisis cuantitativo para evaluar la reducción del peligro de las irrupciones de agua y arena (WSI) debido a la minería de relleno que combina un proceso de jerarquía analítica (AHP) modificado con un sistema de información geográfica (GIS) y entropía. El modelo analítico y cuantitativo consta de 4 criterios y 8 factores para la capa de evaluación de riesgos. El peso de cada índice se determina de forma exhaustiva a partir del AHP modificado y la entropía. A continuación, se superpone un mapa de zonas de peligro codificado por colores y analizado sobre la base de GIS para evaluar comparativamente los grados de peligro de WSI debido a la espeleología y al relleno. Se utiliza un estudio de caso de la mina de carbón de Taiping para validar la precisión del modelo de evaluación. Los resultados indican que el relleno puede reducir eficazmente la influencia de la altura de la sobrecarga sobre la falla en los riesgos de WSI. El mayor índice de riesgo de la minería de relleno se reduce significativamente y transforma las zonas de alto y muy alto riesgo de la excavación en zonas de bajo riesgo o incluso sin riesgo. Los resultados de la evaluación concuerdan con las prácticas reales de ingeniería y ofrecen una referencia eficaz para los proyectos prácticos de ingeniería y las medidas de prevención y control para una minería segura bajo acuíferos de arena suelta.
抽象的
充填开采是一种环境友好型工程方法, 被广泛应用于减小突水溃沙和地面沉降危害。建立了一种定量评价充填开采减小突水溃沙(WSIs)风险的方法, 该方法将改进的层次分析法(AHP)与地理信息系统(GIS)和熵权法相结合。层次分析和定量评价模型由4个标准和8个因素组成, 风险评价为目标层。每个指标的权重基于改进的AHP和熵权法综合确定, 基于GIS叠加了彩色编码风险区图层, 评价长壁开采冒落与膏体充填引起突水溃沙(WSI)的风险程度。通过太平煤矿案例验证了评价模型的准确性。结果表明, 膏体充填可有效减少覆岩破坏高度对突水溃沙(WSI)风险的影响。充填开采的最大危险指数明显降低, 长壁开采冒落的高风险区和极高风险区转变为低风险区甚至无风险区。评价结果与工程实践吻合, 为工程项目和松散含沙层下安全开采的防控措施提供了有益参考。
Similar content being viewed by others
References
Babos HB, Black S, Pluskowski A, Brown A, Rohrssen M, Chappaz A (2019) Evidence for the onset of mining activities during the 13th century in Poland using lead isotopes from lake sediment cores. Sci Total Environ 683:589–599. https://doi.org/10.1016/j.scitotenv.2019.05.177
Deng X, Zhang J, Zhou N, Wit B, Wang C (2017) Upward slicing longwall-roadway cemented backfilling technology for mining an extra-thick coal seam located under aquifers: a case study. Environ Earth Sci 76(23):789. https://doi.org/10.1007/s12665-017-7120-9
Doherty JP, Hasan A, Suazo GH, Fourie A (2015) Investigation of some controllable factors that impact the stress state in cemented paste backfill. Can Geotech J 52(12):1901–1912. https://doi.org/10.1139/cgj-2014-0321
Fan K, Li W, Wang Q, Liu S, Xue S, Xie C, Wang Z (2019) Formation mechanism and prediction method of water inrush from separated layers within coal seam mining: a case study in the Shilawusu mining area, China. Eng Fail Anal 103:158–172. https://doi.org/10.1016/j.engfailanal.2019.04.057
Hou C, Zhu W, Yan B, Guan K, Niu L (2019) Analytical and experimental study of cemented backfill and pillar interactions. Int J Geomech 19(8):1–16. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001441
Huang P, Spearing AJS, Feng J, Jessu KV, Guo S (2018) Effects of solid back filling on overburden strata movement in shallow depth longwall coal mines in west China. J Geophys Eng 15:2194–2208. https://doi.org/10.1088/1742-2140/aac62c
Li P, Qian H, Wu J, Chen J (2013) Sensitivity analysis of TOPSIS method in water quality assessment: I. Sensitivity to the parameter weights. Environ Monit Assess 185:2453–2461. https://doi.org/10.1007/s10661-012-2723-9
Li H, Bai H, Wu J, Meng Q, Ma K, Wu L, Meng F, Wang S (2019a) A set of methods to predict water inrush from an ordovician karst aquifer: a case study from the Chengzhuang Mine, China. Mine Water Environ 38:39–48. https://doi.org/10.1007/s10230-018-00572-3
Li M, Zhang J, Sun K, Wu Z, Zhou N (2019b) Reducing surface subsidence risk using solid waste backfill technique: a case study under buildings. Pol J Environ Stud 28(5):3333–3341. https://doi.org/10.15244/pjoes/94814
Li M, Zhang J, Wu Z, Liu Y (2019c) An experimental study of the influence of lithology on compaction behavior of broken waste rock in coal mine backfill. R Soc Open Sci 6(4):182205. https://doi.org/10.1098/rsos.182205
Liu J, Sui W, Zhao Q (2017) Environmentally sustainable mining: a case study of intermittent cut-and-fill mining under sand aquifers. Environ Earth Sci 76(16):562. https://doi.org/10.1007/s12665-017-6892-2
Polak K, Różkowski K, Czaja P (2016) Causes and effects of uncontrolled water inrush into a decommissioned mine shaft. Mine Water Environ 35(2):128–135. https://doi.org/10.1007/s10230-015-0360-6
Saaty TL (1980) The analytic hierarchy process: planning, priority setting, resource allocation. McGraw-Hill, New York
State Administration of Coal Mine Safety (2018) Detailed rules for coal mine water prevention. Coal Industry Press, Beijing (In Chinese)
State Administration of Security Supervision, State Administration of Coal Mine Safety, National Energy Administration et al (2017) Code for the retention and compression of coal pillars in buildings, water bodies, railways and main shafts. Coal Industry Press, Beijing (In Chinese)
Sui W, Zhang D, Cui Z, Wu Z, Zhao Q (2015) Environmental implications of mitigating overburden failure and subsidences using paste-like backfill mining: a case study. Int J Min Reclam Environ 29(6):521–543. https://doi.org/10.1080/17480930.2014.969049
Sun Q, Zhang J, Zhou N, Qi W (2018) Roadway backfill coal mining to preserve surface water in western China. Mine Water Environ 37:366–375. https://doi.org/10.1007/s10230-017-0466-0
Wu Q, Xu H, Pang W (2008) GIS and ANN coupling model: an innovative approach to evaluate vulnerability of karst water inrush in coal mines of north China. Environ Geol 54:937–943. https://doi.org/10.1007/s00254-007-0887-3
Wu Q, Liu Y, Liu D, Zhou W (2011) Prediction of floor water inrush: the application of GIS-based AHP vulnerable index method to Donghuantuo coal mine, China. Rock Mech Rock Eng 44:591–600. https://doi.org/10.1007/s00603-011-0146-5
Wu J, Li P, Qian H, Chen J (2015) On the sensitivity of entropy weight to sample statistics in assessing water quality: statistical analysis based on large stochastic samples. Environ Earth Sci 74(3):2185–2195. https://doi.org/10.1007/s12665-015-4208-y
Xu C, Chen Q, Luo W, Liang L (2019) Analytical solution for estimating the stress state in backfill considering patterns of stress distribution. Int J Geomech 19:1–23. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001332
Yang B, Sui W, Duan L (2017) Risk assessment of water inrush in an underground coal mine based on GIS and fuzzy set theory. Mine Water Environ 36:617–627. https://doi.org/10.1007/s10230-017-0457-1
Yang B, Sui W, Liu J (2019) Application of GIS-based decision making model to evaluate safety of underground mining under Neogene aquifers. Int J Oil Gas Coal T 22(1):40–63. https://doi.org/10.1504/IJOGCT.2019.102277
Zhang J, Jiang H, Deng X, Ju F (2014) Prediction of the height of the water-conducting zone above the mined panel in solid backfill mining. Mine Water Environ 33(4):317–326. https://doi.org/10.1007/s10230-014-0310-8
Zhang J, Zhang Q, Sun Q, Gao R, Germain D, Abro S (2015) Surface subsidence control theory and application to backfill coal mining technology. Environ Earth Sci 74(2):1439–1448. https://doi.org/10.1007/s12665-015-4133-0
Zhang Y, Cao S, Guo S, Wan T, Wang J (2018) Mechanisms of the development of water-conducting fracture zone in overlying strata during shortwall block backfill mining: a case study in northwestern China. Environ Earth Sci 77(14):543. https://doi.org/10.1007/s12665-018-7726-6
Zhu X, Guo G, Zha J, Chen T, Fang Q (2016) Surface dynamic subsidence prediction model of solid backfill mining. Environ Earth Sci 75:1–9. https://doi.org/10.1007/s12665-016-5817-9
Zhu X, Guo G, Liu H, Chen T, Yang X (2019) Experimental research on strata movement characteristics of backfill–strip mining using similar material modeling. Bull Eng Geol Environ 78(4):2151–2167. https://doi.org/10.1007/s10064-018-1301-y
Acknowledgements
This study was supported by the National Key Research and Development Program of China under grant 2019YFC1805400 and the Fundamental Research Funds for the Central Universities (2020ZDPY0201). The study was also supported by the Science and Technology Project of Henan Province under grant 212102310596.
Author information
Authors and Affiliations
Corresponding authors
Additional information
Publisher’s Note
Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.
Rights and permissions
About this article
Cite this article
Liu, Y., Liu, J., Yang, B. et al. Assessing Water and Sand Inrushes Hazard Reductions due to Backfill Mining by Combining GIS and Entropy Methods. Mine Water Environ 40, 956–969 (2021). https://doi.org/10.1007/s10230-021-00829-4
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s10230-021-00829-4