Technical Papers
Dec 14, 2023

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

Publication: Journal of Irrigation and Drainage Engineering
Volume 150, Issue 1

Abstract

Hydraulic simulation models offer unlimited opportunities for improving the performance of irrigation canal systems by studying the flow behavior in a large and complex canal network under a variety of design and management scenarios. This paper presents an inner boundary in the junction-point water stage prediction and correction method, which deals with abrupt section change and the gates. To reduce the number of global iterations in the correction step, an acceleration method for local updates is also proposed. The results show that the proposed inner boundary satisfies the C Property and consistency, which can deal with hydrostatic conditions and dam-break junctions. The simulations in the test canal system show that the proposed inner boundary can simulate the control gate action and the resulting hydraulic response process in each pool. The proposed acceleration method can effectively reduce the number of global iterations, but the acceleration effect can only be improved by about two times.

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Data Availability Statement

All data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This research was supported by the National Natural Science Foundation of China (Grant Nos. 51979202 and 51879199). We also acknowledge the constructive comments from the reviewers.

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Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 150Issue 1February 2024

History

Received: Apr 18, 2023
Accepted: Oct 24, 2023
Published online: Dec 14, 2023
Published in print: Feb 1, 2024
Discussion open until: May 14, 2024

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Authors

Affiliations

Yifei Huang [email protected]
Ph.D. Candidate, State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan Univ., Wuhan 430072, China. Email: [email protected]
Zhonghao Mao, Ph.D. [email protected]
School of Civil Engineering and Transportation, South China Univ. of Technology, Guangzhou 510640, China (corresponding author). Email: [email protected]
Guanghua Guan, A.M.ASCE [email protected]
Associate Professor, State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan Univ., Wuhan 430072, China. Email: [email protected]
Professor, State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan Univ., Wuhan 430072, China. Email: [email protected]
Wenlin Zhai [email protected]
Graduate Student, State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan Univ., Wuhan 430072, China. Email: [email protected]

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