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复杂大水矿山近矿体帷幕厚度多方法协同计算与工程应用OA

Collaborative calculation of near-orebody curtain thickness in complex water-rich mines using multiple methods and its engineering application

中文摘要英文摘要

为解决复杂大水矿山近矿体帷幕厚度计算难题,系统剖析了解析法(包括抗渗标准法、幕体抗压强度法、"三带理论"法)、工程类比法和数值模拟法的适用性与局限性;通过9座典型矿山工程实例(帷幕厚度为25~40 m,其中采用完整帷幕方案的矿山堵水率为81.4%~100%)的帷幕厚度反演计算结果与实际厚度对比,对各方法的计算精度进行了验证,并根据验证结果提出了现有方法面临的关键技术问题与解决路径.结果表明:解析法因理想化假设(如均质岩体、静态水压)与参数误差而偏离实际;工程类比法因主观性强、依赖历史经验而可靠性不足;数值模拟法(如FLAC3D、COMSOL)则因采用流固耦合模型而适应性最优,但依赖高精度地质数据.在此基础上,提出了以"阶段耦合、主次分明、相互校验、动态反馈"为原则的多方法协同计算框架,明确了其在"可行性研究—初步设计—施工图设计"三阶段的协同模式与应用路径.当前主要在模型精准化、设计动态化、控制智能化三方面存在瓶颈,未来需向上述三大技术方向协同发展,推动矿山防治水技术向精准化、高效化、绿色化升级,支撑深部矿产资源安全开发.

To address the challenge of calculating near-orebody curtain thickness in complex water-rich underground mines,this study systematically analyzes the applicability and limitations of five calculation methods(falling into three categories):the engineering analogy method,the anti-seepage standard method,the curtain compressive strength method,the"three-zone theory"method,and the numerical simulation method.Based on nine typical mine engineering cases(curtain thickness of 25-40 m),among which mines using complete curtain schemes achieve a water-blocking rate of 81.4%-100%,we perform back calculations and compare the results with actual thicknesses to verify the calculation accuracy of the above methods.Based on the verification results,we identify key technical challenges and propose corresponding solutions.The results show that analytical methods deviate from reality due to idealized assumptions(e.g.,homogeneous rock mass,static water pressure)and parameter errors;the engineering analogy method suffers from poor reliability due to strong subjectivity and reliance on historical experience;the numerical simulation method(e.g.,FLAC3D,COMSOL),particularly when employing fluid-solid coupling models,demonstrates optimal adaptability but relies heavily on high-precision geological data.On this basis,we propose a multi-method collaborative calculation framework adhering to the principles of"stage coupling,primary-secondary distinction,mutual verification,and dynamic feedback",and clarify its collaborative model and application pathways across the three stages of feasibility study,preliminary design,and construction design.Currently,the main core bottlenecks lie in three aspects:insufficient model precision,lack of dynamic design,and weak intelligent control.Future development should advance synergistically toward these three technical directions,promoting the upgrading of mine water control technology toward precision,efficiency,and environmental sustainability,thereby supporting the safe exploitation of deep mineral resources.

李阳明;雷煜;滕龙;谢世平;谢海军;郑喜文

长沙矿山研究院有限责任公司,湖南 长沙 410012||金属矿山安全技术国家重点实验室,湖南 长沙 410012长沙矿山研究院有限责任公司,湖南 长沙 410012||金属矿山安全技术国家重点实验室,湖南 长沙 410012长沙矿山研究院有限责任公司,湖南 长沙 410012||金属矿山安全技术国家重点实验室,湖南 长沙 410012长沙矿山研究院有限责任公司,湖南 长沙 410012||金属矿山安全技术国家重点实验室,湖南 长沙 410012长沙矿山研究院有限责任公司,湖南 长沙 410012长沙矿山研究院有限责任公司,湖南 长沙 410012

资源环境

复杂大水矿山近矿体帷幕帷幕厚度计算防治水技术矿山安全

complex water-rich minenear-orebody curtaincurtain thickness calculationwater control technologymine safety

《安全与环境工程》 2026 (3)

37-47,11

京津冀环境综合治理国家科技重大专项项目(2026ZD1210200)中国五矿集团有限公司全国重点实验室专项资金项目(2024GZKJ01、2024GZKJ03)

10.13578/j.cnki.issn.1671-1556.20260012

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