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壅水条件下水流阻力试验研究

金中武 徐军辉 吴华莉

长江科学院院报Issue(4):45-50,6.
长江科学院院报Issue(4):45-50,6.DOI:10.3969/j.issn.1001-5485.2015.04.009

壅水条件下水流阻力试验研究

Experimental Research on Flow Resistance in the Presence of Backwater

金中武 1徐军辉 2吴华莉3

作者信息

  • 1. 长江科学院 河流研究所,武汉 430010
  • 2. 三峡地区地质灾害与生态环境湖北省协同创新中心湖北 宜昌 443002
  • 3. 中交第二航务工程勘察设计院有限公司,武汉 430071
  • 折叠

摘要

Abstract

The flow resistance and sediment transport in backwater condition is very important in hydraulic engineer-ing.Through generalized flume experiment,we measured the flow velocity using Acoustic Doppler Velocimeter (ADV)and analysed the flow resistance and bed shear stress in the presence of backwater in river channel.Result shows that in backwater condition,the velocity distribution along vertical direction is much more homogeneous than that in uniform flow condition.The coefficient for describing the non-uniform flow increases when backwater intensi-fies,but still follows the logarithmic distribution.Friction velocity decreases with the depth of water increases,and the flow resistance increases with hydraulic radius and the coefficient for describing the non-uniform flow.Finally a formula is fitted between the bed shear stress index and the backwater degree index.

关键词

壅水条件/水槽试验/流速分布/水流阻力/床面切应力

Key words

backwater condition/flume experiment/flow velocity distribution/flow resistance/bed shear stress

分类

建筑与水利

引用本文复制引用

金中武,徐军辉,吴华莉..壅水条件下水流阻力试验研究[J].长江科学院院报,2015,(4):45-50,6.

基金项目

国家自然科学基金面上项目 ()

长江科学院院报

OA北大核心CSCDCSTPCD

1001-5485

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