Experimental investigation on propagating characteristics of sinusoidal unsteady flow in open-channel with smooth bed

被引:7
|
作者
Hu Jiang [1 ,2 ]
Yang ShengFa [1 ]
Fu XuHui [1 ]
机构
[1] Chongqing Jiaotong Univ, Natl Inland Waterway Regulat Engn Res Ctr, Chongqing 400074, Peoples R China
[2] Tsinghua Univ, State Key Lab Hydrosci & Engn, Beijing 100084, Peoples R China
关键词
open-channel; unsteady flow; propagating characteristic; experimental investigation; NUMERICAL-MODEL; SHEAR-STRESS; PIPE; NONUNIFORM; TURBULENCE; VELOCITY; DRAG;
D O I
10.1007/s11431-012-4873-y
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
A high accuracy experimental system has been established for unsteady open-channel flow. Then 40 experiments were conducted to study the propagating characteristics of unsteady open-channel flow. From the experimental data, the variation law of propagating velocity, wave deformation rate, flow depth of wave peak and bottom, and other parameters were obtained. The experimental results show the followings. 1) The propagating velocity of unsteady open-channel flows can be expressed by the sum of flow velocity and micro-amplitude wave velocity at wave peak. 2) The waveform of an unsteady flow would deform when it propagates, with the rising stage becoming longer and the falling stage shorter; the deformation rate is a function of distance, period and relative amplitude of discharge. 3) The flow depths of wave peak and bottom have a close relationship with the period of the unsteady flow. When the period is short, water depths of wave peak and bottom are both close to those of the average discharge in the condition of uniform flow. For a long period unsteady flow, the water depth of wave peak is close to that of the maximal discharge in the condition of uniform flow, while at the flow wave bottom, it is close to the depth of the minimum discharge in an uniform flow. 4) Propagating characteristic of discharge is analogous to that of flow depth for unsteady flow.
引用
收藏
页码:2028 / 2038
页数:11
相关论文
共 50 条
  • [21] Modeling Unsteady Open-Channel Flow for Controller Design
    Qiao, Qing-Song
    Yang, Kai-Lin
    JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING, 2010, 136 (06) : 383 - 391
  • [22] Turbulence measurements of a supercritical unsteady open-channel flow
    Nezu, I
    Onitsuka, K
    HYDRAULICS OF RIVERS, WATER WORKS AND MACHINERY, VOL 1, THEME D, PROCEEDINGS: 21ST CENTURY: THE NEW ERA FOR HYDRAULIC RESEARCH AND ITS APPLICATIONS, 2001, : 202 - 208
  • [23] Experimental investigation of different seepage effects on open-channel flow structure
    Lu Y.
    Zhou N.
    Lu Y.
    Shuikexue Jinzhan/Advances in Water Science, 2018, 29 (02): : 230 - 235
  • [24] Flow Resistance over Mobile Bed in an Open-Channel Flow
    School of Civil, Mining and Environmental Engineering, Faculty of Engineering, Faculty of Engineering, Univ. of Wollongong, NSW
    2522, Australia
    不详
    J. Hydraul. Eng., 2008, 7 (937-947):
  • [25] Minimum Specific Energy and Transcritical Flow in Unsteady Open-Channel Flow
    Castro-Orgaz, Oscar
    Chanson, Hubert
    JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING, 2016, 142 (01)
  • [26] BED-SHEAR STRESS IN NONUNIFORM AND UNSTEADY OPEN-CHANNEL FLOWS
    GRAF, WH
    SONG, T
    JOURNAL OF HYDRAULIC RESEARCH, 1995, 33 (05) : 699 - 704
  • [27] Experimental study on turbulent structures in unsteady open-channel flows
    Nezu, Iehisa
    Kadota, Akihiro
    Nakagawa, Hiroji
    Doboku Gakkai Rombun-Hokokushu/Proceedings of the Japan Society of Civil Engineers, 1994, (491 pt 2-27): : 81 - 88
  • [28] Conservation-form equations of unsteady open-channel flow
    Lai, C
    Baltzer, RA
    Schaffranek, RW
    JOURNAL OF HYDRAULIC RESEARCH, 2002, 40 (05) : 567 - 578
  • [29] FRICTION IN UNSTEADY OPEN-CHANNEL FLOW OVER GRAVEL BEDS
    TU, HZ
    GRAF, WH
    JOURNAL OF HYDRAULIC RESEARCH, 1993, 31 (01) : 99 - 110
  • [30] Solute Transport in Open-Channel Networks in Unsteady Flow Regime
    Yi Zhang
    Mustafa M. Aral
    Environmental Fluid Mechanics, 2004, 4 : 225 - 247