Accurate calculation of conjugate depths in a hydraulic jump is important to hydraulic design in open channels. Iterative formulae for calculating conjugate depths in hydraulic jumps in trapezoidal open channels were developed using mathematical transformation of the momentum equation. Two formulae that are adjusted from the critical depth of trapezoidal channels were proposed to compute the initial values for iterative formulae. The iterative formulae described here can be used for computer program development to find accurate solutions of conjugate depths. Because the appropriate initial values were selected to accelerate the convergence rates of iteration procedures, the output from the first iteration can be treated as a reliable estimate of conjugate depths with the relative error less than 0·8% in most cases. The approximation formulae are well-suited for manual calculations.
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October 2012
Research Article|
October 01 2012
Computing conjugate depths in trapezoidal channels Available to Purchase
Jiliang Liu;
Jiliang Liu
Graduate Student and Research Assistant
Institute of Water Resources and Hydropower Engineering, Northwest A&F University, Yangling, People's Republic of China
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Zhengzhong Wang, MCSHE;
Zhengzhong Wang, MCSHE
Professor
Institute of Water Resources and Hydropower Engineering, Northwest A&F University, Yangling, People's Republic of China
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Xing Fang, PhD, PE, DWRE
Xing Fang, PhD, PE, DWRE
Associate Professor
Department of Civil Engineering, Auburn University, Auburn, AL, USA
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Publisher: Emerald Publishing
Revision Received:
February 06 2011
Accepted:
February 06 2012
Online ISSN: 1751-7729
Print ISSN: 1741-7589
ICE Publishing: All rights reserved
2012
Proceedings of the Institution of Civil Engineers - Water Management (2012) 165 (9): 507–512.
Article history
Revision Received:
February 06 2011
Accepted:
February 06 2012
Citation
Liu J, Wang Z, Fang X (2012), "Computing conjugate depths in trapezoidal channels". Proceedings of the Institution of Civil Engineers - Water Management, Vol. 165 No. 9 pp. 507–512, doi: https://doi.org/10.1680/wama.11.00014
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