Article(id=1308453964685529590, tenantId=1146029695717560320, journalId=1146123302524792850, issueId=1308453947069452650, articleNumber=null, orderNo=null, doi=10.3969/j.issn.1672-6073.2026.01.011, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1744905600000, receivedDateStr=2025-04-18, revisedDate=1758038400000, revisedDateStr=2025-09-17, acceptedDate=null, acceptedDateStr=null, onlineDate=1789889335080, onlineDateStr=2026-09-20, pubDate=null, pubDateStr=null, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1789889335080, onlineIssueDateStr=2026-09-20, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1789889335080, creator=13701087609, updateTime=1789889335080, updator=13701087609, issue=Issue{id=1308453947069452650, tenantId=1146029695717560320, journalId=1146123302524792850, year='2026', volume='39', issue='1', pageStart='1', pageEnd='165', issueExtLink='null', onlineDate='null', pubDate='1770652800000', pubDateStr='2026-02-10', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1789889330879, creator='13701087609', updateTime=1789889788596, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1308455866915639450, tenantId=1146029695717560320, journalId=1146123302524792850, issueId=1308453947069452650, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1308455866915639451, tenantId=1146029695717560320, journalId=1146123302524792850, issueId=1308453947069452650, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=87, endPage=95, ext={EN=ArticleExt(id=1308453964928799223, articleId=1308453964685529590, tenantId=1146029695717560320, journalId=1146123302524792850, language=EN, title=Discussion on the Design Parameters of Groundwater Diversion at Metro Stations in Karst Areas, columnId=1152669335454658940, journalTitle=Urban Rapid Rail Transit, columnName=Academic Discussion, runingTitle=null, highlight=null, articleAbstract=

To address the lack of a well-established design framework for reducing groundwater level rise caused by metro station construction through diversion measures, this study combines theoretical analysis and physical model tests to investigate groundwater flow rate calculation in karst areas, determination of diversion design parameters, and the relationships of groundwater rise with hydraulic gradient and with diversion area ratio. A site case study is incorporated, and numerical simulation was used to verify the effectiveness of the diversion design scheme. Results show that: after metro station construction, the groundwater flow path lengthens due to station obstruction, causing a rise in groundwater; after implementing diversion measures, the flow path shortens and the rise dissipates; the groundwater rise exhibits a linear correlation with hydraulic gradient, increasing correspondingly with higher hydraulic gradients; under constant permeability coefficient and hydraulic gradient conditions, groundwater rise decreases exponentially with the proportion of diversion channel area, with a critical threshold occurring at approximately 20% proportion, leading to the recommendation that the optimization coefficient for diversion design parameters should be no less than 0.2; both gravel replacement diversion schemes and culvert diversion schemes can essentially restore the elevated hydraulic head to its original state. Numerical simulation results verify the correctness of diversion design parameter values, confirming that the parameter determination method is feasible and meets the requirements for reducing groundwater level rise.

, authors=Yongliang HUANG^{1, 2}, Hu LI¹, Tao HU³, Fengzhou LIU^{1, 2}, Yanqing MEN¹, Ya'nan DONG¹, Yang GAO³, authorsList=Yongliang HUANG, Hu LI, Tao HU, Fengzhou LIU, Yanqing MEN, Ya'nan DONG, Yang GAO, authorCompany=null, correspAuthors=Yang GAO, 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=1308453965524390392, articleId=1308453964685529590, tenantId=1146029695717560320, journalId=1146123302524792850, language=CN, title=岩溶区地铁车站地下水导流设计参数探讨, columnId=1152669335668568445, journalTitle=都市快轨交通, columnName=学术探讨, runingTitle=null, highlight=null, articleAbstract=

针对通过导流措施降低地铁车站引起的地下水位壅高的设计理论尚不完善问题，综合运用理论分析、物理模型试验等方法，研究岩溶区地下水流量求解、导流设计参数取值、水位壅高与水力梯度及导流通道面积之间的关系，并结合具体工程案例，运用数值模拟手段对导流设计方案进行效果验证。结果表明：地铁车站建成后，受车站阻隔作用，地下水径流路径增大，壅高产生，而采取导流措施后，径流路径缩短，壅高消散；水位壅高与水力梯度呈线性相关关系，随水力梯度的增大，壅高相应增大；渗透系数及水力梯度不变条件，水位壅高与导流通道面积占比呈指数下降关系，其临界阈值出现在导流通道面积占比约20%处，并据此建议导流设计参数优化系数取不小于0.2；采取卵砾石换填导流方案及管涵导流方案，均可使壅高水头基本回落至原始状态。数值模拟结果验证导流设计参数取值的正确性，导流设计参数取值方法可行，满足降低地下水位壅高的要求。

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黄永亮，男，硕士，高级工程师，从事地铁建设与泉水保护研究，ghyl0207@163.com

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黄永亮，男，硕士，高级工程师，从事地铁建设与泉水保护研究，ghyl0207@163.com

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