Analytic stage-discharge formulae for flow in straight trapezoidal open channels

被引:20
作者
Liao, Huasheng
Knight, Donald W. [1 ]
机构
[1] Univ Birmingham, Dept Civil Engn, Birmingham B15 2TT, W Midlands, England
[2] Sichuan Univ, State Key Lab Hydraul & Mt River Engn, Chengdu 610065, Peoples R China
基金
英国工程与自然科学研究理事会;
关键词
boundary shear; channel flow; mathematical models; river flow; turbulent flow; velocity distribution;
D O I
10.1016/j.advwatres.2007.05.002
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
Analytic stage-discharge formulae are derived for flow in straight trapezoidal channels, based on the 2D analytic velocity distribution in open channels given by Shiono and Knight [Shiono K, Knight DW, Turbulent open-channel flows with variable depth across the channel. J Fluid Mech 1991;222:617-46]. A simple hand-calculation method is provided. Legendre incomplete elliptic integrals of the first and second kinds and a binomial series expansion are used in the derivation of these analytic formulae, together with physically based hydraulic parameters, such as local friction factor (f), dimensionless eddy viscosity (lambda) and secondary flow (Gamma). The stage-discharge results obtained from the formulae are shown to be in good agreement with experimental data, as are the corresponding analytic velocity and boundary shear stress distributions. The influences f, lambda and Gamma on the stage-discharge relationship are also discussed. (C) 2007 Elsevier Ltd. All rights reserved.
引用
收藏
页码:2283 / 2295
页数:13
相关论文
共 24 条
[1]   Stage-discharge prediction for rivers in flood applying a depth-averaged model [J].
Abril, JB ;
Knight, DW .
JOURNAL OF HYDRAULIC RESEARCH, 2004, 42 (06) :616-629
[2]   FLOW FORMULAS FOR STRAIGHT 2-STAGE CHANNELS [J].
ACKERS, P .
JOURNAL OF HYDRAULIC RESEARCH, 1993, 31 (04) :509-531
[3]  
ASHWORTH PJ, 1996, COHERENT FLOW STRUCT, V1
[4]   1-D modelling of conveyance, boundary shear and sediment transport in overbank flow [J].
Atabay, S. ;
Knight, D. W. .
JOURNAL OF HYDRAULIC RESEARCH, 2006, 44 (06) :739-754
[5]  
Byrd PF., 1971, HDB ELLIPTIC INTEGRA
[6]  
Chlebek J, 2006, PROC MONOGR ENG WATE, P135
[7]  
Knight D., 1994, BOUNDARY SHEAR STRES, P51, DOI DOI 10.1029/2004JF000250
[8]  
Knight D. W., 1996, FLOODPLAIN PROCESSES, P139
[9]   Modeling depth-averaged velocity and boundary shear in trapezoidal channels with secondary flows [J].
Knight, Donald W. ;
Omran, Mazen ;
Tang, Xiaonan .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 2007, 133 (01) :39-47
[10]  
Knight DW, 2006, RIVER BASIN MODELLING FOR FLOOD RISK MITIGATION, P301