Article(id=1222925291526283647, tenantId=1146029695717560320, journalId=1205116964453384197, issueId=1222925278838513745, articleNumber=null, orderNo=null, doi=10.20040/j.cnki.1000-7709.2023.20220780, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1650297600000, receivedDateStr=2022-04-19, revisedDate=1652198400000, revisedDateStr=2022-05-11, acceptedDate=null, acceptedDateStr=null, onlineDate=1769497710352, onlineDateStr=2026-01-27, pubDate=1677254400000, pubDateStr=2023-02-25, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1769497710352, onlineIssueDateStr=2026-01-27, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1769497710352, creator=13701087609, updateTime=1769497710352, updator=13701087609, issue=Issue{id=1222925278838513745, tenantId=1146029695717560320, journalId=1205116964453384197, year='2023', volume='41', issue='2', pageStart='1', pageEnd='220', issueExtLink='null', onlineDate='null', pubDate='null', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1769497707328, creator=13701087609, updateTime=1769497707328, updator=13701087609, preIssue=null, nextIssue=null, ext=null, issueFiles=null}, startPage=125, endPage=127, ext={EN=ArticleExt(id=1222925291782136203, articleId=1222925291526283647, tenantId=1146029695717560320, journalId=1205116964453384197, language=EN, title=Influence of Intersection Forms of Pumping Station Outlet Pipes on Hydraulic Performance of Pipe, columnId=1222925283779400191, journalTitle=Water Resources and Power, columnName=WATER CONSERVANCY AND HYDROPOWER ENGINEERING, runingTitle=null, highlight=null, articleAbstract=

For the intersection problem of the outlet pipe shared by adjacent units of pumping station, three schemes for the intersection of the outlet pipe of the adjacent units was proposed based on the original scheme of the pump station. The influence of different intersection forms of the outlet pipe on the hydraulic performance of the pump station pipe was investigated with numerical simulation. The results show that the hydraulic losses of plan 2 and 3 were reduced by about 50% compared to the original plan. The flow field distribution before the junction point of the outlet pipes was improved obviously by the three optimization schemes. In the middle flow surface, the pressure and streamline distribution characteristics of plan 3 were better. Compared with the original scheme, plan 1 and plan 2 can improve the flow field of unit 2 and the vortex and secondary flow were reduced before the intersection point. After the intersection point, the flow field distribution of plan 2 was smoother and the hydraulic performance was better. Both the hydraulic performance of each scheme and construction were considered, plan 3 was finally determined as the optimal scheme.

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由于泵站相邻机组共用一个出水管路产生交汇而导致原设计存在一定的问题，提出了3种出水管路交汇方案，采用数值模拟方法研究出水管路不同交汇方式对泵站管路水力性能的影响。结果表明，相比于原方案，方案2、3的水力损失均约减小了50%；3种优化方案均明显改善了出水管路交汇点前的流场分布；相比于原方案，在交汇点前，方案1、2能改善^#2机组的流场，漩涡和二次流变小；在交汇点后，方案2的流场分布更光顺，水力性能更优。综合考虑各方案的水力性能和结构特点，确定方案3为最优方案。

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张自超（1987-），男，博士、讲师，研究方向为水泵及水泵站优化设计，E-mail：zhangzichaozzc@126.com

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张自超（1987-），男，博士、讲师，研究方向为水泵及水泵站优化设计，E-mail：zhangzichaozzc@126.com

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