Computing conjugate depths in trapezoidal channels

Author:

Liu Jiliang1,Wang Zhengzhong1,Fang Xing2

Affiliation:

1. Institute of Water Resources and Hydropower Engineering, Northwest A&F University, Yangling, People's Republic of China

2. Department of Civil Engineering, Auburn University, Auburn, AL, USA

Abstract

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.

Publisher

Thomas Telford Ltd.

Subject

Water Science and Technology

Cited by 2 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Aspects of super to subcritical flow transition without a jump;Proceedings of the Institution of Civil Engineers - Water Management;2017-02

2. Editorial;Proceedings of the Institution of Civil Engineers - Water Management;2012-10

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