Article(id=1311351298344186223, tenantId=1146029695717560320, journalId=1205116964453384197, issueId=1311351152067830064, articleNumber=null, orderNo=null, doi=10.20040/j.cnki.1000-7709.2026.20251123, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1750608000000, receivedDateStr=2025-06-23, revisedDate=1757001600000, revisedDateStr=2025-09-05, acceptedDate=1757606400000, acceptedDateStr=2025-09-12, onlineDate=1790580113253, onlineDateStr=2026-09-28, pubDate=1769270400000, pubDateStr=2026-01-25, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1790580113253, onlineIssueDateStr=2026-09-28, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1790580113253, creator=13701087609, updateTime=1790580113253, updator=13701087609, issue=Issue{id=1311351152067830064, tenantId=1146029695717560320, journalId=1205116964453384197, year='2026', volume='44', issue='1', pageStart='1', pageEnd='246', issueExtLink='null', onlineDate='null', pubDate='1769270400000', pubDateStr='2026-01-25', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=1, specialIssue=null, createTime=1790580078378, creator='13701087609', updateTime=1790588459421, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1311386304772927717, tenantId=1146029695717560320, journalId=1205116964453384197, issueId=1311351152067830064, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1311386304772927718, tenantId=1146029695717560320, journalId=1205116964453384197, issueId=1311351152067830064, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=237, endPage=241, ext={EN=ArticleExt(id=1311351298528735601, articleId=1311351298344186223, tenantId=1146029695717560320, journalId=1205116964453384197, language=EN, title=Flood Simulation of Flood-diversion Areas and Effect Evaluation of Flood Control Project Based on Scenario Analysis and Hydrodynamic Model, columnId=null, journalTitle=Water Resources and Power, columnName=null, runingTitle=null, highlight=null, articleAbstract=

As a "last resort" for flood control, the effectiveness of flood control projects in flood detention area is crucial for accurately assessing the overall flood control capacity of the area. Based on a one- and two-dimensional coupled hydrodynamic model and scenario analysis method, the effectiveness of flood control projects was evaluated by simulating the flood evolution process in the Xiaoqing River flood-diversion area. The results show that by simulating floods for different recurrence periods before and after the construction of flood control projects and comparing the different evolution results of floods in watercourse and on the surface, the effectiveness of flood control projects can be analyzed in detail, and the overall flood control capacity of the flood diversion area can be effectively evaluated; Three of the flood control projects currently being implemented in the Xiaoqing River flood diversion area in Beijing can achieve the expected flood control effects. Specifically, Project A can effectively protect the flood control safety of the left bank of the Dashijiang River; Project B can facilitate the rapid passage of released flood from the Danning Reservoir through the railway culvert in the flood diversion area; Project C ensures that the discharge of the Xiaoqing River during flood diversion does not exceed 500 m³/s, meeting the requirements of flood control. The proposed method can quantitatively analyze the effect of flood control projects and is of great significance for guiding the planning and construction of flood control projects in flood detention areas and the safety assessment of these areas.

, authors=Yan-mei ZHAO¹, Mei XU², Xiao-juan LI¹, Xiao-li HAO², Qiang GAO³, authorsList=Yan-mei ZHAO, Mei XU, Xiao-juan LI, Xiao-li HAO, Qiang GAO, authorCompany=null, correspAuthors=Xiao-juan LI, 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=1311351300667830644, articleId=1311351298344186223, tenantId=1146029695717560320, journalId=1205116964453384197, language=CN, title=基于情景分析与水动力模型的分洪区洪水模拟及防洪工程效果评估, columnId=1311351300168708467, journalTitle=水电能源科学, columnName=治河工程与防洪工程, runingTitle=null, highlight=null, articleAbstract=

蓄滞洪区作为防洪“底牌”，区内防洪工程是否能够达到预期效果，对分洪区整体防洪能力的准确评估至关重要。研究采用情景分析法，基于一、二维耦合的水动力模型，通过模拟小清河分洪区内的洪水演进过程来分析并评估防洪工程效果。结果表明，针对不同洪水重现期，对防洪工程修建前后进行洪水模拟，通过对比洪水在河道与地表的不同演进结果，能精细化分析防洪工程效果，有效评估和掌握分洪区整体防洪能力；北京市小清河分洪区正在实施的其中三项防洪工程均能达到预期防洪效果，其中，工程A能有效保护大石河左岸的防洪安全；工程B能利于大宁水库分泄洪水尽快通过分洪区内铁路涵洞；工程C保障了分洪时小清河下泄流量不大于500 m³/s，满足控泄要求。研究提出的方法能定量化分析防洪工程防洪效果，对指导蓄滞洪区防洪工程规划与建设以及蓄滞洪区安全评估具有重要意义。

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赵艳湄（2001-），女，硕士研究生，研究方向为城市洪涝模型模拟，E-mail: 2230902169@cnu.edu.cn

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赵艳湄（2001-），女，硕士研究生，研究方向为城市洪涝模型模拟，E-mail: 2230902169@cnu.edu.cn

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