Article(id=1321893347141207018, tenantId=1146029695717560320, journalId=1225396423026438145, issueId=1321893331622286028, articleNumber=null, orderNo=null, doi=null, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1755792000000, receivedDateStr=2025-08-22, revisedDate=null, revisedDateStr=null, acceptedDate=null, acceptedDateStr=null, onlineDate=1793093533549, onlineDateStr=2026-10-27, pubDate=1784908800000, pubDateStr=2026-07-25, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1793093533549, onlineIssueDateStr=2026-10-27, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1793093533549, creator=13701087609, updateTime=1793093533549, updator=13701087609, issue=Issue{id=1321893331622286028, tenantId=1146029695717560320, journalId=1225396423026438145, year='2026', volume='46', issue='7', pageStart='1', pageEnd='320', issueExtLink='null', onlineDate='null', pubDate='1784908800000', pubDateStr='2026-07-25', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1793093529849, creator='13701087609', updateTime=1793094587578, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1321897768357048353, tenantId=1146029695717560320, journalId=1225396423026438145, issueId=1321893331622286028, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1321897768357048354, tenantId=1146029695717560320, journalId=1225396423026438145, issueId=1321893331622286028, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=82, endPage=96, ext={EN=ArticleExt(id=1321893347459974123, articleId=1321893347141207018, tenantId=1146029695717560320, journalId=1225396423026438145, language=EN, title=Study on Curtain Closure Treatment Technology and Effect Evaluation of Water Disaster in a Metal Mine, columnId=null, journalTitle=Mining Research and Development, columnName=null, runingTitle=null, highlight=null, articleAbstract=

In view of the threat of complex karst water disasters in deep mining of metal mines, it is urgent to develop refined curtain closure water control technology and multi-dimensional effect evaluation methods. In order to improve the efficiency of water disaster prevention and control and verify the engineering effect, ZK Iron Mine was selected as the research object. Combined with geophysical prospecting and drilling to identify the karst channel in advance, the fine grouting technology based on channel identification was implemented (dynamic control pressure of 2-4 MPa, water-cement ratio of 1∶1-0.6∶1). FEFLOW software was used to simulate and predict the change of groundwater flow field before and after curtain closure and the attenuation effect of daily mine drainage (reduced to 7 984 m³/d, water plugging efficiency of 65%). A multi-dimensional effect evaluation system integrating grouting volume analysis, hydrological monitoring, geophysical exploration, inspection hole verification and AHP quantitative evaluation was constructed. The results show that the fine grouting process effectively plugs the complex karst fracture network. The daily average drainage volume of the mining area decreased from 22 984 m³/d to 7 770 m³/d, a decrease of 15 214 m³/d, and the water plugging efficiency reached 66.2%, which is close to the simulated predicted value. The comprehensive evaluation score of AHP is 0.895 (excellent grade), among which the reduction of drainage rate (weight of 31.1%) and the contribution of water plugging efficiency are significant. This technical system provides theoretical support and a replicable technical paradigm for aquifer protection and water disaster prevention and control in similar metal mines.

, authors=Chao Ma^{1, 2}, Wanqi Ma¹, Daoran Guo^{1, 2}, Yingzhuo Hou¹, Shuhai Sun^{1, 2}, Yue Sun¹, Linqi Deng³, Yueming Qi³, authorsList=Chao Ma, Wanqi Ma, Daoran Guo, Yingzhuo Hou, Shuhai Sun, Yue Sun, Linqi Deng, Yueming Qi, authorCompany=null, correspAuthors=Linqi Deng, authorNote=null, correspAuthorsNote=null, copyrightStatement=null, copyrightOwner=null, extLink=null, articleAbsUrl=null, sourceXml=null, magXml=null, pdfUrl=null, pdf=null, pdfFileSize=null, pdfExtLink=null, richHtmlUrl=null, mobilePdfUrl=null, reviewReport=null, pdfFirstPage=null, abstractGraph=null, abstractGraphContent=null, abstractVideo=null, citation=null, cebUrl=null, magXmlContent=null, mapNumber=null, fund=null), CN=ArticleExt(id=1321893347912958956, articleId=1321893347141207018, tenantId=1146029695717560320, journalId=1225396423026438145, language=CN, title=某金属矿山水害帷幕截流治理技术及效果评价研究, columnId=1226462295417598973, journalTitle=矿业研究与开发, columnName=矿山安全与环保, runingTitle=null, highlight=null, articleAbstract=

针对金属矿山深部开采面临的复杂岩溶水害威胁，亟须发展精细化帷幕截流治水技术及多维度效果评价方法。为提升水害防治效率并验证工程效果，以ZK铁矿为研究对象，结合物探与钻探超前识别岩溶通道，实施基于通道识别的精细化注浆工艺（动态调控压力2~4 MPa、水灰比1∶1~0.6∶1）；应用FEFLOW软件模拟预测了帷幕截流前后地下水流场变化及矿井日排水量衰减效果（降至7 984 m³/d，堵水效率65%）；构建出融合注浆量分析、水文监测、物探探查、检查孔验证及AHP定量评价的多维效果评价体系。结果表明：精细化注浆工艺有效封堵了复杂岩溶裂隙网络，矿区日均排水量由22 984 m³/d降至7 770 m³/d，减少15 214 m³/d，堵水效率达66.2%，接近于模拟预测值；AHP综合评价得分0.895（优秀级），其中排水率降幅（权重31.1%）和堵水效能贡献显著。该技术体系为类似金属矿山含水层保护与水害防控提供了理论支撑和可复制的技术范式。

, authors=马超^{1, 2}, 马万奇¹, 郭道冉^{1, 2}, 侯英卓¹, 孙述海^{1, 2}, 孙玥¹, 邓琳麒³, 齐跃明³, authorsList=马超, 马万奇, 郭道冉, 侯英卓, 孙述海, 孙玥, 邓琳麒, 齐跃明, authorCompany=null, correspAuthors=邓琳麒, authorNote=, correspAuthorsNote=, copyrightStatement=null, copyrightOwner=null, extLink=null, articleAbsUrl=null, sourceXml=PIdEKjDBOx4o7BNf9LKEjA==, magXml=iHT2hV4ml9CC3lQW/1zPRg==, pdfUrl=null, pdf=ke7glm2fSdAYVlNmyEpiRw==, pdfFileSize=3815768, pdfExtLink=null, richHtmlUrl=null, mobilePdfUrl=null, reviewReport=null, pdfFirstPage=null, abstractGraph=null, abstractGraphContent=null, abstractVideo=null, citation=null, cebUrl=null, magXmlContent=xYZjQa7JkGI/9GKn8xEFHg==, mapNumber=null, fund=null)}, authors=[Author(id=1321893350781862909, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1321893347141207018, orderNo=0, firstName=null, middleName=null, lastName=null, nameCn=null, orcid=null, stid=null, country=null, authorPic=null, dead=0, email=cdmachao@126.com, emailSecond=null, emailThird=null, correspondingAuthor=0, authorType=1, ext={EN=AuthorExt(id=1321893350865748992, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1321893347141207018, authorId=1321893350781862909, language=EN, stringName=Chao Ma, firstName=Chao, middleName=null, lastName=Ma, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=^{1, 2}, address=^1.Shandong Provincial Geo-mineral Engineering Exploration Institute (801 Institute of Hydrogeology and Engineering Geology, Shandong Geology & Mineral Resources Bureau), Jinan, Shandong 250014, China
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马超（1988—），男，山东微山人，高级工程师，主要从事地下水资源研究、矿坑水资源化利用、矿山防治水、地下水污染防治等研究工作。E-mail:cdmachao@126.com

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马超（1988—），男，山东微山人，高级工程师，主要从事地下水资源研究、矿坑水资源化利用、矿山防治水、地下水污染防治等研究工作。E-mail:cdmachao@126.com

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