长江科学院院报 ›› 2015, Vol. 32 ›› Issue (4): 45-50.DOI: 10.3969/j.issn.1001-5485.2015.04.009

• 水力学 • 上一篇    下一篇

壅水条件下水流阻力试验研究

金中武1,2,徐军辉3,吴华莉1   

  1. 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
  • 收稿日期:2013-11-28 修回日期:2013-12-24 出版日期:2015-04-01 发布日期:2015-04-21
  • 作者简介:金中武(1976-),男,湖北崇阳人,高级工程师,博士,主要从事河流泥沙动力学方面的研究,(电话)027-82927479(电子信箱)zhongwujin@163.com。
  • 基金资助:
    国家自然科学基金面上项目(51479009)

Experimental Research on Flow Resistance in the Presence of Backwater

JIN Zhong-wu1, 2, XU Jun-hui3, WU Hua-li1   

  1. 1.River Department, Yangtze River Scientific Research Institute, Wuhan 430010, China;
    2.Collaborative Innovation Center for Geo-hazards and Eco-environment in Three Gorges Area, Yichang 443002, China;
    3.CCCC Second Harbor Consultants Co., Ltd., Wuhan 430071, China
  • Received:2013-11-28 Revised:2013-12-24 Online:2015-04-01 Published:2015-04-21

摘要: 壅水条件下的水流阻力及输沙特性,在水利工程的应用中占有十分重要的位置。对壅水条件下河道开展概化水槽试验,采用声学多普勒测速仪ADV对水流流速进行了测量,并对壅水条件下水流阻力和床面切应力等进行了分析。结果表明壅水条件下,水流流速沿垂线分布较均匀流条件下更加均匀,当壅水程度越大时,水流流速沿垂线分布越均匀,且流速分布大致上仍服从对数率分布;壅水条件下,随着水深的增大,摩阻流速不断减小;壅水条件下河道水流阻力系数随着非均匀系数及水力半径的增大而增大;引入壅水程度指标,并拟合得到了床面切应力随壅水程度指标的变化关系式。成果可为壅水条件下水流结构特征及输沙规律的研究提供参考。

Abstract: The flow resistance and sediment transport in backwater condition is very important in hydraulic engineering. 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 intensifies, 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.

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