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T形墩消力池消能率的计算及优化设计试验

陆杨 刘焕芳 金瑾 刘文华 李强

水利水电科技进展2012,Vol.32Issue(6):42-45,55,5.
水利水电科技进展2012,Vol.32Issue(6):42-45,55,5.DOI:10.3880/j.issn.1006-7647.2012.06.011

T形墩消力池消能率的计算及优化设计试验

Study on calculation of energy dissipation ratio and optimal design test of stilling basin with T-shape baffle

陆杨 1刘焕芳 1金瑾 1刘文华 1李强1

作者信息

  • 1. 石河子大学水利建筑工程学院,新疆石河子832003
  • 折叠

摘要

Abstract

Based on a model test of a hydraulic project in the Xinjiang Kensiwate district, a new type of energy dissipater with a deck for preventing the torrent from moving upward was presented, that is a stilling basin with a T-type baffle. A formula for calculating energy dissipation ratio of this new energy dissipator was derived from the energy equation. Comparision between the calculation result employing this formula and the measured result shows that the errors can be neglected for practical projects. Hence, the formula can be used to calculate energy dissipation ratio of a stilling basin with T-type baffle in practical projects. To analyze the influence of the stilling basin' s length and the shape of the T-type baffle on energy dissipation effect, hydraulic tests for the stilling basin with six kinds of T-type baffle were carried out. In addition, the energy dissipation ratio for every test condition was calculated using the formula proposed in this paper. It can be concluded that the optimal length of the stilling basin is 52. 2 m, the optimal shape of the baffle' s leg is a trapezoid, and the optimal shape of the baffle block is an arc.

关键词

T形墩消力池/防挑盖板/最佳池长/体形优化

Key words

stilling basin with T-type baffle/deck for preventing torrent upward/basin ' s optimal length/shape optimization

分类

建筑与水利

引用本文复制引用

陆杨,刘焕芳,金瑾,刘文华,李强..T形墩消力池消能率的计算及优化设计试验[J].水利水电科技进展,2012,32(6):42-45,55,5.

基金项目

石河子大学自然科学研究与技术创新项目(ZRKX2009YB15) (ZRKX2009YB15)

水利水电科技进展

OA北大核心CSCDCSTPCD

1006-7647

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