长江科学院院报 ›› 2013, Vol. 30 ›› Issue (6): 47-51.DOI: 10.3969/j.issn.1001-5485.2013.06.011

• 水力学 • 上一篇    下一篇

临界底坡变化规律及相应均匀流流态判

林峰,王克忠,欧阳明   

  1. 浙江工业大学 建筑工程学院, 杭州 310014
  • 收稿日期:2013-06-04 修回日期:2013-06-04 出版日期:2013-06-04 发布日期:2013-06-04
  • 通讯作者: 欧阳明(1988-),男,浙江龙游人,硕士研究生,主要从事岩土工程及工程水力学计算研究,(电话)15990148833(电子信箱)ouyang19880505@163.com
  • 作者简介:林峰(1988-),男,浙江宁波人,硕士研究生,主要从事隧道工程数值模拟和水力学理论研究,(电话)18767191441
  • 基金资助:

    浙江省自然科学基金资助项目(Y110094)浙江省重点创新团队及水利河口研究院省重点实验室资助项目(FZ1102);浙江省科技厅资助项目(2012C21105)

Variation of Critical Bed Slope and Discrimination ofCorresponding Uniform Flow Pattern

LIN Feng, WANG Ke-zhong, OUYANG Ming   

  1. College of Civil Engineering and Architecture, Zhejiang University of Technology, Hangzhou 310014, China
  • Received:2013-06-04 Revised:2013-06-04 Online:2013-06-04 Published:2013-06-04

摘要:

临界底坡在均匀流中可以用作判别水流流态,临界底坡随流量的变化规律随着断面形式的变化而有所不同。针对3种不同的断面形式,从理论上推导出它们的最小临界底坡公式。分析结果显示:矩形、圆形和U形3种不同的过水断面均存在最小临界底坡,#em/em#Kmin分别为26.13n2b1/3,22.335n2d1/3和22.335n2(2r)1/3。比较实际流量与临界底坡为实际底坡时对应的流量,可以方便地判别不同流量情况下的水流流态,比目前通过分别计算临界水深和正常水深从而判别水流流态的方法要简便实用。

关键词: 临界底坡, 明流均匀流, 流态, 变化规律, 断面

Abstract:

In a uniform flow, critical bed slope can be used to discriminate the flow pattern. The variation of critical bed slope against flow varies with the section’s shape. The formulas of minimum critical bed slope for three different sections were deduced according to theoretical analysis. The results show that these three sections, i.e. rectangular, circular and U-shaped section all has a minimum critical bed slope #em/em#Kmin=26.13n2b1/3,22.335n2d1/3 and 22.335n2(2r)1/3 respectively. The variation in flow pattern can be discriminated conveniently by comparing the actual discharge with the discharge when critical bed slope equals the actual bed slope. This method is simpler and more convenient than the method which determines the flow pattern by calculating critical depth and normal depth.

Key words: critical bed slope, free uniform flow, flow pattern, variation regularity, section

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