Article(id=1311351190609289814, tenantId=1146029695717560320, journalId=1205116964453384197, issueId=1311351152067830064, articleNumber=null, orderNo=null, doi=10.20040/j.cnki.1000-7709.2026.20242264, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1733068800000, receivedDateStr=2024-12-02, revisedDate=1744214400000, revisedDateStr=2025-04-10, acceptedDate=1744819200000, acceptedDateStr=2025-04-17, onlineDate=1790580087567, onlineDateStr=2026-09-28, pubDate=1769270400000, pubDateStr=2026-01-25, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1790580087567, onlineIssueDateStr=2026-09-28, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1790580087567, creator=13701087609, updateTime=1790580087567, 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=168, endPage=172, ext={EN=ArticleExt(id=1311351190772867671, articleId=1311351190609289814, tenantId=1146029695717560320, journalId=1205116964453384197, language=EN, title=Optimization Analysis of Rectification Measures in Suction Pool of Pump House, columnId=null, journalTitle=Water Resources and Power, columnName=null, runingTitle=null, highlight=null, articleAbstract=

The hydraulic performance in the suction pool of the pump house directly affects the safe and stable operation of the circulating pump. A physical model was established based on the actual project of a pump house for power plant. The effects of combinations such as the height and quantity of the diversion piers and diversion walls in the forebasin and suction pool of the pumping station, as well as the submerged depth of the water blocking breast wall, on the hydraulic performance of the suction pool in pumping station were studied through physical model experiments. The results show that no rectification measures are taken in the front pool and suction pool of the pump house, reflux vortex appears in the suction pool, and vibration noise occurs in the circulating pump. The double row diversion pier is arranged in the suction pool to increase the bottom elevation of the retaining wall in the suction pool of the pump house, while reducing the height of the second row diversion pier. The uneven distribution of flow velocity in the suction pool of sections G and H and the weighted average angle of flow velocity increase the most. The rectification effect in the suction pool of the pump house is the best. The research results can provide reference for the rectification measures in suction pool of similar pump house.

, authors=Duan-wu CHAI, authorsList=Duan-wu CHAI, authorCompany=null, correspAuthors=null, 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=1311351191037108824, articleId=1311351190609289814, tenantId=1146029695717560320, journalId=1205116964453384197, language=CN, title=泵房吸水池内整流措施的优化分析, columnId=1207271181661589640, journalTitle=水电能源科学, columnName=水利枢纽、水利建筑物, runingTitle=null, highlight=null, articleAbstract=

泵房吸水池内水力性能的优劣直接影响循环水泵的安全、平稳运行。为此，结合某电厂泵房工程实际建立物理模型，通过物理模型试验研究了泵房前池、吸水池设置导流墩、导流墙高度、数量及挡水胸墙淹没深度等组合整流措施对泵房吸水池内水力性能的影响。研究结果表明，泵房前池、吸水池内未采取整流措施，吸水池内出现回流漩涡，循环水泵出现震动噪音。吸水池内布置双排导流墩，增加泵房吸水池内挡水胸墙的底部高程，同时降低第二排导流墩高程，吸水池内G、H断面流速分布不均匀度、流速加权平均角度增幅最大，泵房吸水池内整流效果最好。研究结果可为类似泵房吸水池内整流措施提供参考依据。

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柴端伍（1992-），男，硕士、工程师，研究方向为水工结构工程泵房进水流道流态优化，E-mail: 2269546109@qq.com

"}, bioImg=null, bioContent=

柴端伍（1992-），男，硕士、工程师，研究方向为水工结构工程泵房进水流道流态优化，E-mail: 2269546109@qq.com

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