Article(id=1308453984398758553, tenantId=1146029695717560320, journalId=1146123302524792850, issueId=1308453947069452650, articleNumber=null, orderNo=null, doi=10.3969/j.issn.1672-6073.2026.01.019, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1745337600000, receivedDateStr=2025-04-23, revisedDate=1760371200000, revisedDateStr=2025-10-14, acceptedDate=null, acceptedDateStr=null, onlineDate=1789889339779, onlineDateStr=2026-09-20, pubDate=null, pubDateStr=null, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1789889339779, onlineIssueDateStr=2026-09-20, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1789889339779, creator=13701087609, updateTime=1789889339779, 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=150, endPage=157, ext={EN=ArticleExt(id=1308453986449773213, articleId=1308453984398758553, tenantId=1146029695717560320, journalId=1146123302524792850, language=EN, title=Research and Application of Key Technologies for Flood Control Safety Assessment of Rail Transit Operating Lines, columnId=1308453984683971227, journalTitle=Urban Rapid Rail Transit, columnName=Intelligent Operation and Maintenance, runingTitle=null, highlight=null, articleAbstract=

Focusing on the flood prevention safety assessment for rail transit operating lines during their operational period, this study takes the Nanjing rail transit operating lines as an example to establish a key technical system for flood prevention safety assessment during the operational period of these lines. This system encompasses five types of sitess along the operating lines, including subway stations, vehicle depots, substations, section ventilation shafts, and tunnel portals for vehicle access. The key technical system primarily involves dividing flood prevention zones, analyzing hazard factors, establishing a risk assessment matrix, and proposing flood prevention risk control measures. Based on this system, the Nanjing rail transit operating lines are divided into 34 level-I zones and 47 level-II zones. The hazard factors faced by the rail transit operating lines are categorized into six aspects: external floods, waterlogging, flash floods, local drainage, entrances and exits, and drainage/blocking facilities. Results show that there are 21 critical risk points, 112 significant risk points, 201 moderate risk points, and 61 minor risk points along the lines. The critical risk points are primarily concentrated in Lines 1, 2, 3, and 10. Corresponding risk control measures are proposed for different risk levels and types of points. The research findings provide theoretical guidance for ensuring flood prevention safety in urban rail transit operating lines.

, authors=Yan WANG¹, Min XU², Qiuju MA¹, Pan HOU², Qingqing CHEN², Zenong CHENG³, Jie WANG², Lili ZHU², authorsList=Yan WANG, Min XU, Qiuju MA, Pan HOU, Qingqing CHEN, Zenong CHENG, Jie WANG, Lili ZHU, authorCompany=null, correspAuthors=Min XU, 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=1308453987116667551, articleId=1308453984398758553, tenantId=1146029695717560320, journalId=1146123302524792850, language=CN, title=轨道交通运营线路防汛安全评估关键技术研究及应用, columnId=1308453986550436510, journalTitle=都市快轨交通, columnName=智能运维, runingTitle=null, highlight=null, articleAbstract=

针对轨道交通运营线路运营期防洪安全评估问题，以南京地铁运营线路为例，对运营线路5类场所（地铁车站、车辆基地、变电所、区间风井、车辆出入隧道洞口）构建轨道交通运营线路运营期防汛安全评估关键技术体系，主要包括划分防汛分区、分析致灾因素、建立风险评估矩阵、提出防汛风险防控措施。基于构建的关键技术体系，将南京地铁运营线路划分为34个1级分区、47个2级分区；轨道交通运营线路面临的致灾因素分为外洪、内涝、山洪、片区排水、出入口设置高度、挡排水设施6个方面；根据防汛风险评估判定成果，南京地铁运营线路共有重大风险点位21个、较大风险点位112个、一般风险点位201个、较小风险点位61个，重大风险点位主要集中在1号线、2号线、3号线及10号线；针对不同风险等级和点位类型，提出对应的风险防控措施。研究成果以期为保证城市轨道交通运营线路防汛安全提供理论指导。

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王岩，男，本科，高级工程师，主要从事地铁运营期安全管理工作，837130194@qq.com

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