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弯道水流对下游回水响应特征试验研究 被引量:14

Experimental study of bend flow response to downstream backwater
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摘要 弯道水面横比降及断面环流是弯道水流的显著特性。通过U形弯道水流壅水试验,对弯道水面横向比降、横向流速分布、环流强度、紊动能及纵向流速沿程的变化进行了试验研究。结果显示,随着下游回水的抬高,弯道水面横比降、横向流速分布、环流强度、紊动能及纵向流速将发生明显的改变。为深入探讨下游回水对弯道水流结构的影响提供了科学依据。 The transverse water surface slope and secondary flow are main hydraulic features of bend flows,which are the result of the interaction between the gravity and the centrifugal force in bend flows.The hydrodynamic characteristics of bend flows such as the water surface slope,the longitudinal velocity,the transverse circulation,the turbulence kinetic energy and the intensity of secondary flow vary with the water depth in downstream.A series of flume experiments were conducted in a U-shape bend to study these hydrodynamic characteristics.Results show that the water surface slope,the longitudinal velocity,the turbulence kinetic energy and the intensity of secondary flow generally decrease with the increase of downstream water depths.The decline appears to be uneven in different sections of the bend.The results are favorable to further study on the effect of backwater to the structure of bend flows.
出处 《水科学进展》 EI CAS CSCD 北大核心 2010年第5期600-605,共6页 Advances in Water Science
基金 国家自然科学基金资助项目(40771022)~~
关键词 弯道水流 下游回水 响应特征 流速分布 环流强度 紊动能 试验研究 bend flow downstream backwater response velocity distribution circulation intensity turbulence kinetic energy experimental study
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参考文献12

  • 1许光祥,童思陈,钟亮.弯道水面横比降沿程分布特性研究[J].水力发电学报,2009,28(4):114-118. 被引量:17
  • 2YEN C L.YEN B C.Water surface configuration in channel bends[J].Journal of the Hydraulics Division,ASCE,1971,97(2):303-321.
  • 3THORNE C R.Measurement of bend flow hydraulics on the fall river at bank full stage[D].Fort Collins:Colorado State University,Colorado,1985.
  • 4刘焕芳.弯道自由水面形状的研究[J].水利学报,1990,22(4):46-50. 被引量:40
  • 5AHMED F.Three-Dimensional mean velocity analysis of a 30 degree bend flow[J].Journal of Engineering Mechanics,2000,126(12):1262-1272.
  • 6刘健,郭维东.弯道河段水流流态试验研究[J].人民长江,2008,39(16):81-84. 被引量:8
  • 7SUDO K,SUMIDA M,HIBARA H.Experimental investigation on turbulent flow in a circular-sectioned 90一degree bends[J].Experiments in Fluids,1998(25):42-49.
  • 8许光祥,史凯.弯道水流的紊动特性[J].山西建筑,2007,33(12):354-355. 被引量:11
  • 9刘月琴,万艳春.弯道水流紊动强度[J].华南理工大学学报(自然科学版),2003,31(12):89-93. 被引量:44
  • 10DINEHART R L,BURAU J R.Average indicator of secondary flow in repeated acoustic Doppler current profiler crossings of bends[J].Water Resources Research,2005,41:1-18.

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