Open water channel control for bypassing river chokes

Rivers are a primary source for irrigation and domestic water. However, naturally occurring narrow sections in rivers can restrict flow and cause water shortages. Irrigation channels play a crucial role in transporting water to agricultural fields and secondary channels. In this paper, we propose a control strategy for irrigation channels that allows large water volumes to bypass river bottlenecks without disrupting normal channel operations. The strategy involves a bumpless transfer between a standard distant downstream control configuration and a hybrid configuration combining upstream and downstream control. When the bypass is no longer needed, the system can be seamlessly returned to the standard configuration. We compare our proposed approach with the standard configuration by simulating a 7-pool system. The results demonstrate a significant reduction in water level deviations during bypass operations.

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Publication Details

Journal
IFAC-PapersOnLine
Published
2025-01-01
DOI
https://doi.org/10.1016/j.ifacol.2025.12.414
Primary Topic
Hydraulic flow and structures
Type
article
Field-Weighted Citation Impact
0.00
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article

Open water channel control for bypassing river chokes

Erik Weyer, Muhammad Jibran, Wenyan Wu
IFAC-PapersOnLine
Hydraulic flow and structures
article

Open water channel control for bypassing river chokes

Erik Weyer, Muhammad Jibran, Wenyan Wu
article en

Abstract

Rivers are a primary source for irrigation and domestic water. However, naturally occurring narrow sections in rivers can restrict flow and cause water shortages. Irrigation channels play a crucial role in transporting water to agricultural fields and secondary channels. In this paper, we propose a control strategy for irrigation channels that allows large water volumes to bypass river bottlenecks without disrupting normal channel operations. The strategy involves a bumpless transfer between a standard distant downstream control configuration and a hybrid configuration combining upstream and downstream control. When the bypass is no longer needed, the system can be seamlessly returned to the standard configuration. We compare our proposed approach with the standard configuration by simulating a 7-pool system. The results demonstrate a significant reduction in water level deviations during bypass operations.

IFAC-PapersOnLineVol. 59(33)
The University of Melbourne (AU)
Openalex Percentile: Top 58%
Hydraulic flow and structures
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Open water channel control for bypassing river chokes — Erik Weyer, Muhammad Jibran, et al. · IFAC-PapersOnLine (2025) | TGRS Research Map | TGRS