Article(id=1222940987085807994, tenantId=1146029695717560320, journalId=1205116964453384197, issueId=1222940980886626474, articleNumber=null, orderNo=null, doi=10.20040/j.cnki.1000-7709.2023.20222608, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1671379200000, receivedDateStr=2022-12-19, revisedDate=1675612800000, revisedDateStr=2023-02-06, acceptedDate=null, acceptedDateStr=null, onlineDate=1769501452465, onlineDateStr=2026-01-27, pubDate=1700841600000, pubDateStr=2023-11-25, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1769501452465, onlineIssueDateStr=2026-01-27, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1769501452465, creator=13041195026, updateTime=1769501452465, updator=13041195026, issue=Issue{id=1222940980886626474, tenantId=1146029695717560320, journalId=1205116964453384197, year='2023', volume='41', issue='11', pageStart='1', pageEnd='226', issueExtLink='null', onlineDate='null', pubDate='null', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1769501450987, creator=13041195026, updateTime=1769501450987, updator=13041195026, preIssue=null, nextIssue=null, ext=null, issueFiles=null}, startPage=111, endPage=115, ext={EN=ArticleExt(id=1222940988243435918, articleId=1222940987085807994, tenantId=1146029695717560320, journalId=1205116964453384197, language=EN, title=Experimental Study on Hydrodynamic Characteristics of Open Channel Tributary Intersection Area Based on PIV Technology, columnId=1222925283779400191, journalTitle=Water Resources and Power, columnName=WATER CONSERVANCY AND HYDROPOWER ENGINEERING, runingTitle=null, highlight=null, articleAbstract=

Under the condition of low flow ratio, the flow structure of the inlet area of tributaries is very complicated. Based on physical model test and PIV particle image velocimetry technology, the average velocity distribution and three-dimensional velocity spatial distribution of open channel tributaries under different intersection conditions were observed, and the variation law of the flow field of tributaries was analyzed. The results show that when the confluence is relatively small, the surface water of the tributaries will have reverse reflux phenomenon to varying degrees due to the top supporting effect of the main stream water, while the bottom water flows downstream to the main stream, and there is a relatively obvious oblique mixing interface. With the increase of the confluence ratio, the influence of the main stream on the flow structure of the left bank of the tributary decreases gradually. When the intersection angle is 30° and 90°, the water flow structure near the right bank section is most affected by the water top support of the main flow. When the intersection angle is 150°, the tributaries are basically in reverse reflux state, and the maximum reflux velocity area is formed at the intersection. The results can provide theoretical support for the study of frequent bloom caused by nutrient enrichment in tributaries of reservoir area.

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针对低流量比条件下明槽干支流交汇支流汇入区水流结构十分复杂的问题，基于物理模型试验的方法，采用PIV粒子图像测速技术观测不同交汇条件下明槽支流时均流速及三维流速空间分布，分析支流流场的变化特征。结果表明，汇流比较小时，由于干流水体的顶托作用，支流表层水体会出现不同程度上的回流现象，底层水体顺流汇入干流，且有较为明显的斜向混合界面；随着汇流比的增大，干流对支流左岸水流结构影响逐渐减小。在交汇角为30°、90°时，靠近支流右岸的水流结构受干流水体顶托作用影响最大；在交汇角为150°时，支流基本处于回流状态，交汇口处形成最大回流流速区。研究结果可为库区支流营养盐富集导致水华频发等研究提供理论支撑。

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吴菲（1997-），男，硕士研究生，研究方向为水环境模拟，E-mail：one1367176550@126.com

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吴菲（1997-），男，硕士研究生，研究方向为水环境模拟，E-mail：one1367176550@126.com

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