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An analytical model for lateral depth-averaged velocity distributions along a meander in curved compound channels

机译:弯曲复合通道中沿弯道的横向平均深度速度分布的解析模型

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摘要

This paper presents an analytical method for modeling the lateral depth-averaged velocity distribution along a half-meander in a curved compound channel. An equation is derived from the momentum equation and the flow continuity equation which contains a velocity term with both streamwise velocity variation and lateral secondary flow variation. A velocity variation parameter is proposed in the main channel and on the floodplain for a series of test sections. To study the validity of these equations experiments were conducted in a large scale meandering compound channel at Sichuan University, China. Based on the experimental data, the generation mechanism of secondary flow in the main channel along half a meander is analyzed. It is shown that the secondary current is enhanced by the centrifugal force and the floodplain flow. Due to the discontinuity of the flow depth and the effect of meandering in the main channel flow, a region divided method is adopted. A new boundary condition is proposed by introducing the angle between the main channel flow and the floodplain flow, and it is shown that this gives better modeling results in cross-over sections. The modeling results indicate that the proposed method, which uses the new boundary condition and includes both the streamwise velocity variation and the lateral secondary flow variation, can model the lateral depth-averaged velocity distributions more accurately. Finally, variations in the velocity term between the main channel and floodplain are discussed and analyzed.
机译:本文提出了一种分析方法,用于模拟弯曲复合通道中沿半弯道的横向平均速度分布。从动量方程式和流动连续性方程式导出了一个方程式,该方程式包含一个速度项,该速度项具有沿流速度变化和沿侧向二次流变化。在主河道和泛滥平原上,针对一系列测试段提出了速度变化参数。为了研究这些方程的有效性,在中国四川大学的大型曲折复合通道中进行了实验。根据实验数据,分析了沿半曲折的主通道二次流的产生机理。结果表明,次级电流通过离心力和洪泛区流动而增强。由于流量深度的不连续性以及在主通道水流中蜿蜒的影响,因此采用了区域划分方法。通过引入主渠道水流与洪泛区水流之间的夹角,提出了一种新的边界条件,结果表明在跨断面中可以提供更好的建模效果。建模结果表明,所提出的方法使用新的边界条件,同时包括沿流速度变化和侧向次流变化,可以更精确地模拟侧向深度平均速度分布。最后,讨论和分析了主要河道和洪泛区之间的速度项变化。

著录项

  • 来源
    《Advances in Water Resources》 |2014年第12期|26-43|共18页
  • 作者单位

    State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan University, Chengdu, Sichuan 610065, China,College of Water Resources and Hydropower, Sichuan University, Chengdu, Sichuan 610065, China;

    School of Civil Engineering, University of Leeds, Leeds LS2 9JT, UK;

    State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan University, Chengdu, Sichuan 610065, China,College of Water Resources and Hydropower, Sichuan University, Chengdu, Sichuan 610065, China;

    State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan University, Chengdu, Sichuan 610065, China,College of Water Resources and Hydropower, Sichuan University, Chengdu, Sichuan 610065, China;

  • 收录信息
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Meandering compound channel; Secondary flow generation mechanism; Divided region method; Two-dimensional analytical model; Boundary condition;

    机译:蜿蜒的复合通道;二次流产生机理;分割区域法;二维分析模型;边界条件;

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