Article(id=1311351248662655872, tenantId=1146029695717560320, journalId=1205116964453384197, issueId=1311351152067830064, articleNumber=null, orderNo=null, doi=10.20040/j.cnki.1000-7709.2026.20250695, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1744732800000, receivedDateStr=2025-04-16, revisedDate=1746979200000, revisedDateStr=2025-05-12, acceptedDate=1747670400000, acceptedDateStr=2025-05-20, onlineDate=1790580101409, onlineDateStr=2026-09-28, pubDate=1769270400000, pubDateStr=2026-01-25, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1790580101409, onlineIssueDateStr=2026-09-28, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1790580101409, creator=13701087609, updateTime=1790580101409, 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=147, endPage=151, ext={EN=ArticleExt(id=1311351248801067905, articleId=1311351248662655872, tenantId=1146029695717560320, journalId=1205116964453384197, language=EN, title=Study on Influence of Combined Protection of One-way Surge Tank and Branch Dynamic Valve Closing on Water Hammer Pressure of Long-distance Water Conveyance System, columnId=null, journalTitle=Water Resources and Power, columnName=null, runingTitle=null, highlight=null, articleAbstract=

In response to the challenges of significant water hammer protection difficulty at the terminal section of long-distance water conveyance projects and the complexity of dynamic regulation for pressure extremes, The characteristic line method for transient flow calculation was used to investigate the impact characteristics of dynamic closure of different branch line valves on pipeline pressure control during pump shutdown. Research demonstrates that in terminal water hammer protection for long-distance water supply pipelines, implementing a multi-unit one-way surge tank system with coordinated stepwise protection achieves good protective effect. When adopting a phased closure strategy for mainline-branch line valves, accelerating the closure of one branch valve can enhance protective performance. Reducing the cross-sectional area of one-way surge tanks can reduce the final water level of the towers, enabling dynamic regulation of pressure extremes without affecting the minimum pressure. The study elucidates the collaborative wave-dissipation mechanism between multi-tank joint protection and branch valve closure coordination. An optimal water hammer protection solution is proposed that balances engineering safety and economic benefit. These findings provide theoretical basis for designing long-distance water conveyance systems in complex terrains.

, authors=Teng-yue WANG¹, Chao WANG^{2, 3}, Xiao-ying ZHANG^{2, 3}, Jia-chun LIU⁴, authorsList=Teng-yue WANG, Chao WANG, Xiao-ying ZHANG, Jia-chun LIU, authorCompany=null, correspAuthors=Xiao-ying ZHANG, 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=1311351249094669187, articleId=1311351248662655872, tenantId=1146029695717560320, journalId=1205116964453384197, language=CN, title=单向调压塔与支线动态关阀联合防护对长距离输水系统水锤压力的影响研究, columnId=1207271181661589640, journalTitle=水电能源科学, columnName=水利枢纽、水利建筑物, runingTitle=null, highlight=null, articleAbstract=

针对长距离输水工程末段水锤防护难度大、压力极值动态调控复杂等问题，采用瞬变流计算的特征线法探究停泵过程中不同支线阀门的动态关闭对管线压力调控的影响特性。研究表明，在长距离供水工程管道末段水锤防护中，设置多个单向调压塔联合进行阶梯式防护方案能够取得较好的防护效果；采用干线-支线阀门分阶段关闭策略时，加速一支线阀门关闭可优化防护效果；减小单向调压塔面积可降低塔内最终水位，实现压力极值动态调控且不影响最小压力。研究揭示了多塔联合防护与支线关阀协同消波的机制，提出了兼顾工程安全与经济效益的水锤防护优化方案，为复杂地形下长距离输水工程设计提供了理论依据。

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王腾跃（1994-），男，工程师，研究方向为泵站水力学，E-mail: wangtengyueYRQB@163.com

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王腾跃（1994-），男，工程师，研究方向为泵站水力学，E-mail: wangtengyueYRQB@163.com

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