Article(id=1314918431053414947, tenantId=1146029695717560320, journalId=1234093305789726721, issueId=1314918356222829028, 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=1744560000000, receivedDateStr=2025-04-14, revisedDate=null, revisedDateStr=null, acceptedDate=null, acceptedDateStr=null, onlineDate=1791430583966, onlineDateStr=2026-10-08, pubDate=1763568000000, pubDateStr=2025-11-20, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1791430583966, onlineIssueDateStr=2026-10-08, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1791430583966, creator=13701087609, updateTime=1791430583966, updator=13701087609, issue=Issue{id=1314918356222829028, tenantId=1146029695717560320, journalId=1234093305789726721, year='2025', volume='45', issue='11', pageStart='5921', pageEnd='6512', issueExtLink='null', onlineDate='null', pubDate='1763568000000', pubDateStr='2025-11-20', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1791430566125, creator='13701087609', updateTime=1791431596967, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1314922679942078535, tenantId=1146029695717560320, journalId=1234093305789726721, issueId=1314918356222829028, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1314922679942078536, tenantId=1146029695717560320, journalId=1234093305789726721, issueId=1314918356222829028, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=6168, endPage=6177, ext={EN=ArticleExt(id=1314918431737086500, articleId=1314918431053414947, tenantId=1146029695717560320, journalId=1234093305789726721, language=EN, title=Numerical simulation of acid mine drainage reactive transport in carbonate rock fracture network, columnId=1234106386360103680, journalTitle=China Environmental Science, columnName=Water Pollution Control, runingTitle=null, highlight=null, articleAbstract=

To accurately predict the migration process of acidic minedrainage (AMD) in fractured media and its discharge intensity into the surface environment, an novel simulation technique based on the Upscaled Discrete Fracture-Matrix (UDFM) method is proposedinthisstudy, which involves locally refining the fracture structure and mapping it onto an equivalent continuum model. Building upon this approach, we construct a series of numerical casesfor AMD reactive transport in carbonate fracture networks. By integrating AMD discharge flux analysis with Damkohler number(Da_I), we quantitatively elucidate the influence of key fracture parameters (fracture direction, fracture density P₃₂) on AMD migration patterns and meticulously characterize the hydrogeochemical interactions and their dynamic evolution between fractures and the rock matrix. The simulation results demonstrate that: The higher the fracture density and the smaller the fracture angle (i.e., direction concentrating)correlate with the faster AMD migration rates and increased discharge intensity; conductive fractures dominates preferential flow under high-density conditions, AMD diffuses through the matrix into adjacent non-conductive fractures near preferential pathways, triggering a transition from reaction-dominated (highDa_I) to advection-dominated (lowDa_I) regimes within these fractures. Connectivity to the downstream boundary subsequently amplifies AMD discharge; lower fracture density and greater orientation alignment result in a higher proportion of reaction- dominated simulation units after system stabilization, indicating larger zones of incomplete neutralization.

, authors=Yi-liang YUAN¹, Yun YANG^{1, *}, Jian SONG¹, Jian-feng WU², Zhi DOU¹, Jin-guo WANG¹, Ji-chun WU², authorsList=Yi-liang YUAN, Yun YANG, Jian SONG, Jian-feng WU, Zhi DOU, Jin-guo WANG, Ji-chun WU, authorCompany=null, correspAuthors=Yun YANG, 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=1314918431976161829, articleId=1314918431053414947, tenantId=1146029695717560320, journalId=1234093305789726721, language=CN, title=碳酸盐岩裂隙网络中酸性矿坑水反应运移数值模拟, columnId=1234106386565624579, journalTitle=中国环境科学, columnName=水污染与控制, runingTitle=null, highlight=null, articleAbstract=

为了准确预测裂隙介质中酸性水污染迁移过程和向地表环境的排泄强度,提出了基于升尺度离散裂隙-基质方法（Upscaled Discrete Fracture-Matrix method, UDFM）的模拟技术,该技术通过对裂隙结构进行局部加密并将其映射为等效连续介质模型.在此基础上,构建了碳酸盐岩裂隙网络中酸性矿坑水反应运移数值算例,结合酸性水排泄通量和Damkohler数分析,定量化揭示了关键裂隙参数（裂隙方向、裂隙密度P₃₂）对酸性水迁移过程的影响规律,刻画裂隙与基质的水动力-水化学交互和演化过程.模拟结果表明:裂隙密度越高、裂隙夹角越小（即方向集中）,酸性水迁移速率越快、排泄强度越大;连通裂隙优势流现象明显,当裂隙密度较高时,酸性水通过基质扩散至优势通道附近的非连通裂隙,促使非连通裂隙由反应占优向对流占优转变,由于其与下游边界的连通性导致酸性水的排泄强度增大;裂隙密度越低,裂隙方向越集中,在反应系统达到稳定后反应占优的裂隙模拟单元越多,即未充分与酸性水发生中和反应的区域越大.

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袁奕梁（2000-），男，湖南湘潭人，河海大学博士研究生，主要从事地下水数值模拟研究．yyl_hhu@hhu.edu.cn.

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袁奕梁（2000-），男，湖南湘潭人，河海大学博士研究生，主要从事地下水数值模拟研究．yyl_hhu@hhu.edu.cn.

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