Analytic Stage-Discharge Formulas for Flow in Straight Prismatic Channels-Reference-Cited by-同舟云学术

Analytic Stage-Discharge Formulas for Flow in Straight Prismatic Channels

Published:2007-10 Issue:10 Volume:133 Page:1111-1122
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Liao Huasheng¹²,Knight Donald W.¹²

Affiliation:

1. Professor, State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan Univ., Chengdu, Sichuan 610065, P.R. China. E-mail: liao@msu.edu

2. Professor, Dept. of Civil Engineering, The Univ. of Birmingham, Edgbaston, Birmingham B15 2TT, U.K. (corresponding author). E-mail d.w.knight@bham.ac.uk

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9429%282007%29133%3A10%281111%29

Reference18 articles.

1. Stage-discharge prediction for rivers in flood applying a depth-averaged model

2. Atabay S. and Knight D. W. (1999). “Stage discharge and resistance relationships for laboratory alluvial channels with overbank flow: River sedimentation.” A. W. Jayawardena J. H. W. Lee and Z. Y. Wang eds. Proc. 7th Int. Symp. on River Sedimentation Hong Kong 223–229.

3. Handbook of Elliptic Integrals for Engineers and Scientists

4. Some field measurements concerned with the behaviour of resistance coefficients in a tidal channel

5. Refined calibration of a depth-averaged model for turbulent flow in a compound channel;Knight D. W.;Geol. Mag.,1996

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