A Numerical Method for Cross-Section Changes and Gates Resulting from the Riemann Problem in Irrigation Canal Systems-Reference-Cited by-同舟云学术

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A Numerical Method for Cross-Section Changes and Gates Resulting from the Riemann Problem in Irrigation Canal Systems

Published:2024-02 Issue:1 Volume:150 Page:
ISSN:0733-9437
Container-title:Journal of Irrigation and Drainage Engineering
language:en
Short-container-title:J. Irrig. Drain Eng.

Author:

Huang Yifei¹,Mao Zhonghao²,Guan Guanghua³,Wang Kang⁴,Zhai Wenlin⁵

Affiliation:

1. Ph.D. Candidate, State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan Univ., Wuhan 430072, China.

2. School of Civil Engineering and Transportation, South China Univ. of Technology, Guangzhou 510640, China (corresponding author).

3. Associate Professor, State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan Univ., Wuhan 430072, China.

4. Professor, State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan Univ., Wuhan 430072, China.

5. Graduate Student, State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan Univ., Wuhan 430072, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Agricultural and Biological Sciences (miscellaneous),Water Science and Technology,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JIDEDH.IRENG-10182

Reference23 articles.

1. Exact solutions to the Riemann problem of the shallow water equations with a bottom step

2. Test Cases for Canal Control Algorithms

3. The solution of the dam-break problem in the Porous Shallow water Equations

4. Intégration numérique des équations d'écoulement de barré de Saint-Venant par un schéma implicite de différences finies

5. Internal boundary conditions for a GPU-accelerated 2D shallow water model: Implementation and applications

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