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引黄泵站前池进水池整流措施

黄金伟 朱丕春 姚辉勇 刘世学 李典基

南水北调与水利科技Issue(2):146-149,153,5.
南水北调与水利科技Issue(2):146-149,153,5.DOI:10.13476/j.cnki.nsbdqk.2014.02.034

引黄泵站前池进水池整流措施

Rectification Measures of Forebay in Yellow River Pumping Station

黄金伟 1朱丕春 2姚辉勇 3刘世学 4李典基4

作者信息

  • 1. 河海大学,南京210098
  • 2. 南水北调东线山东干线有限责任公司,济南250014
  • 3. 山东省胶东调水局,山东青岛266200
  • 4. 南水北调东线山东干线有限责任公司,济南250014
  • 折叠

摘要

Abstract

In consideration of the transformation of Tianshan pump station in Yellow River pump station project ,a three-dimen-sional turbulent flow simulation technique was applied to simulate the flow patterns in the No .4 forebay and intake pool of Tianshan pump station based on the large-scale computational fluid dynamics software ,Fluent .The results revealed the flow pattern in the forebay and predicted the flow distribution in the intake pool .The research results can provide a theoretical basis for the transformation of pumping stations ,and thus ensure the safe operation and optimal design of pump stations .

关键词

引黄泵站/前池/整流措施/三维紊流/fluent平台/流态分布

Key words

Yellow River pumping station/forebay/rectification/3D turbulent flow/fluent/flow distribution

分类

建筑与水利

引用本文复制引用

黄金伟,朱丕春,姚辉勇,刘世学,李典基..引黄泵站前池进水池整流措施[J].南水北调与水利科技,2014,(2):146-149,153,5.

南水北调与水利科技

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