Article(id=1321866316152161037, tenantId=1146029695717560320, journalId=1225396423026438145, issueId=1321866297609146910, 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=1748016000000, receivedDateStr=2025-05-24, revisedDate=null, revisedDateStr=null, acceptedDate=null, acceptedDateStr=null, onlineDate=1793087088858, onlineDateStr=2026-10-27, pubDate=1779638400000, pubDateStr=2026-05-25, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1793087088858, onlineIssueDateStr=2026-10-27, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1793087088858, creator=13701087609, updateTime=1793087088858, updator=13701087609, issue=Issue{id=1321866297609146910, tenantId=1146029695717560320, journalId=1225396423026438145, year='2026', volume='46', issue='5', pageStart='1', pageEnd='312', issueExtLink='null', onlineDate='null', pubDate='1779638400000', pubDateStr='2026-05-25', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1793087084438, creator='13701087609', updateTime=1793094562481, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1321897662853533805, tenantId=1146029695717560320, journalId=1225396423026438145, issueId=1321866297609146910, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1321897662853533806, tenantId=1146029695717560320, journalId=1225396423026438145, issueId=1321866297609146910, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=81, endPage=90, ext={EN=ArticleExt(id=1321866317683081998, articleId=1321866316152161037, tenantId=1146029695717560320, journalId=1225396423026438145, language=EN, title=Study on Runoff Infiltration Law in Surface Subsidence Area During the Transition from Open-Pit to Underground Mining Based on HEC-RAS, columnId=null, journalTitle=Mining Research and Development, columnName=null, runingTitle=null, highlight=null, articleAbstract=

In the transition process of open-pit to underground caving mining, with the deformation and fracture of the overlying surrounding rocks, its permeability increases sharply, which provides channels for heavy rainfall infiltration and easily induces disasters such as underground water inrush. In order to accurately evaluate the runoff infiltration in the subsidence area under heavy rainfall conditions, taking Shilu Iron Mine as the engineering background, a calculation method of rainfall infiltration based on the accurate division of surface catchment infiltration area was proposed. Hydrologic Engineering Center's River Analysis System (HEC-RAS) was used to delineate the catchment area outside the subsidence area. Combined with the numerical simulation results of surface subsidence deformation and surface catchment in the mining area, the infiltration areas such as caving zone, water-conducting fracture zone and runoff zone under different mining conditions were divided, and the rainfall infiltration under rainstorm conditions was calculated in different areas. The results show that the runoff infiltration in the subsidence area of the North No.1 stope increased from 182 874 m³/d under the current condition to 218 118 m³/d at the end of mining, with an increase of 19.3%. Three anti-seepage grade areas were further divided, and anti-seepage measures were proposed for different areas. Among them, the area where the caving zone and the water-conducting fracture zone were submerged by water was the first-level anti-seepage area, and the comprehensive anti-seepage measures of layered filling ground cracks, laying anti-seepage film and pumping were adopted. The research results can provide scientific basis for the design of mine drainage system and the prevention of water inrush disaster.

, authors=Yongliang Song¹, Zhou Lan¹, Zhichao Zhu¹, Xin Wen², Yishan Zhang^{1, 2}, Yong Zhao², Fang Zhang³, authorsList=Yongliang Song, Zhou Lan, Zhichao Zhu, Xin Wen, Yishan Zhang, Yong Zhao, Fang Zhang, authorCompany=null, correspAuthors=Yong Zhao, 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=1321866317951517455, articleId=1321866316152161037, tenantId=1146029695717560320, journalId=1225396423026438145, language=CN, title=基于HEC-RAS的露天转地下开采地表塌陷区径流入渗规律研究, columnId=1226462295417598973, journalTitle=矿业研究与开发, columnName=矿山安全与环保, runingTitle=null, highlight=null, articleAbstract=

在露天转地下崩落开采过程中，随着上覆围岩变形破裂，其渗透性急剧增加，为强降雨入渗提供了通道，易诱发井下突水等灾害。为准确评估强降雨条件下塌陷区径流入渗量，以石碌铁矿为工程背景，提出了一种基于地表汇水入渗区精确划分的降雨入渗量计算方法，利用开源水力计算程序（Hydrologic Engineering Center's River Analysis System, HEC-RAS）圈定塌陷区外围汇水范围，结合地表塌陷变形及矿区地表汇水数值模拟结果，划分了不同开采状态下冒落带、导水裂隙带及径流区等入渗区域，分区域计算了暴雨条件下的降雨入渗量。结果表明，北一采场塌陷区径流入渗量由现状条件的182 874 m³/d增加到开采完毕时的218 118 m³/d，提高了19.3%。进一步划分了3个防渗等级区域，针对不同区域提出了防渗措施建议，其中，冒落带及导水裂隙带被积水淹没的区域为一级防渗区域，采用分层填充地裂缝、铺设防渗膜及抽水机抽排的综合防渗措施。研究结果可为矿山排水系统的设计及突水灾害的预防提供科学依据。

, authors=宋永亮¹, 兰舟¹, 朱智超¹, 文鑫², 张艺山^{1, 2}, 赵永², 张妨³, authorsList=宋永亮, 兰舟, 朱智超, 文鑫, 张艺山, 赵永, 张妨, authorCompany=null, correspAuthors=赵永, authorNote=, correspAuthorsNote=, copyrightStatement=null, copyrightOwner=null, extLink=null, articleAbsUrl=null, sourceXml=4ar7QlwOqjreDveVFXdVyg==, magXml=1A7mmc7Sn6/2/QmyWqh3Mw==, pdfUrl=null, pdf=mc5KQHhVxos6fPAOywDttg==, pdfFileSize=8114388, pdfExtLink=null, richHtmlUrl=null, mobilePdfUrl=null, reviewReport=null, pdfFirstPage=null, abstractGraph=null, abstractGraphContent=null, abstractVideo=null, citation=null, cebUrl=null, magXmlContent=MCjiuRXxOspJBEFJ+RTDsg==, mapNumber=null, fund=null)}, authors=[Author(id=1321866318505165594, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1321866316152161037, orderNo=0, firstName=null, middleName=null, lastName=null, nameCn=null, orcid=null, stid=null, country=null, authorPic=null, dead=0, email=w1154477043@163.com, emailSecond=null, emailThird=null, correspondingAuthor=0, authorType=1, ext={EN=AuthorExt(id=1321866318580663068, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1321866316152161037, authorId=1321866318505165594, language=EN, stringName=Yongliang Song, firstName=Yongliang, middleName=null, lastName=Song, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=¹, address=^1.Hainan Mining Co., Ltd., Changjiang Li Autonomous County, Hainan 572799, China, bio=null, bioImg=null, bioContent=null, aboutCorrespAuthor=null), CN=AuthorExt(id=1321866318643577629, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1321866316152161037, authorId=1321866318505165594, language=CN, stringName=宋永亮, firstName=null, middleName=null, lastName=null, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=¹, address=^1．海南矿业股份有限公司，海南 昌江黎族自治县　572799, bio={"content":"

宋永亮（1971—），男，宁夏中宁人，高级工程师，主要从事金属矿采选方面的研究。E-mail: w1154477043@163.com

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宋永亮（1971—），男，宁夏中宁人，高级工程师，主要从事金属矿采选方面的研究。E-mail: w1154477043@163.com

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