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U形渠道弧底平板闸门水力性能研究

张宽义 康亚腾 胡明宇 王世隆

水资源与水工程学报2023,Vol.34Issue(6):115-123,9.
水资源与水工程学报2023,Vol.34Issue(6):115-123,9.DOI:10.11705/j.issn.1672-643X.2023.06.14

U形渠道弧底平板闸门水力性能研究

Hydraulic performance of sluice gate with radial bottom in U-shaped channel

张宽义 1康亚腾 1胡明宇 2王世隆2

作者信息

  • 1. 河北省水利水电勘测设计研究院集团有限公司,天津 300250
  • 2. 西北农林科技大学旱区农业水土工程教育部重点实验室,陕西 杨凌 712100
  • 折叠

摘要

Abstract

Due to the lack of facilities for the measurement and control of flow in U-shaped channels in some irrigation areas,a novel radial bottom plate gate is designed according to the section size of a U-shaped channel,which is composed of gate plate and gate piers.The hydraulic performance of this gate was studied by model test and numerical simulation with three shrinkage ratios of 1 ∶1,2 ∶3 and 1 ∶2.The results of the model test show that the variations of water surface line of the gate with different shrink-age ratios are basically the same,but the head loss increases with the decrease of the shrinkage ratio.Therefore,the radial bottom plate gate with the shrinkage ratio of 1 ∶1 was selected as the measurement and control facility for U-shaped channels,and the flow measurement formula of gate hole was estab-lished.Then,Flow-3D was used to obtain the longitudinal flow velocity distribution and Froude number variation of the upstream and downstream sections of the radial bottom plate gate.The simulation results show that the flow velocity distribution in front of the gate with different opening degrees is consistent,and the maximum flow velocity is located at the perpendicular bisector and below the center of the free water surface.The Froude number of the upstream section is less than 0.5,which meets the current measurement conditions,and the maximum Froude number of the downstream section is concentrated in the free water surface close to the wall of the channel behind the gate.The research results can provide some technical support for the design and optimization of measurement and control facilities for U-shaped channels.

关键词

弧底平板闸门/收缩比/U形渠道/水力性能/数值模拟/模型试验

Key words

sluice gate with radial bottom/shrinkage ratio/U-shaped channel/hydraulic performance/numerical simulation/model test

分类

建筑与水利

引用本文复制引用

张宽义,康亚腾,胡明宇,王世隆..U形渠道弧底平板闸门水力性能研究[J].水资源与水工程学报,2023,34(6):115-123,9.

基金项目

国家自然科学基金重点项目(U2243235) (U2243235)

河北省水利科研与推广计划项目(2023-81) (2023-81)

水资源与水工程学报

OA北大核心CSCDCSTPCD

1672-643X

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