Study of a Control Algorithm with the Disturbance of Massive Discharge on an Open Channel

• Published in: Water (Basel) Vol. 14; no. 20; p. 3252
• Main Authors: Shen, Jian, Kang, Bo, Tao, Yuezan, Lin, Fei, Song, Xuegong
• Format: Journal Article
• Language: English
• Published: Basel MDPI AG 01.10.2022
• Subjects: Algorithms; Control algorithms; Distribution; Flow velocity; Hydraulics; Optimization; Partial differential equations; Simulation; Supply & demand; Water; China
• ISSN: 2073-4441; 2073-4441
• DOI: 10.3390/w14203252

The diversion of large flows of water in open channels, which exceed safe water levels, into water storage systems is the focus of this paper. We focused upon the middle route of the South-to-North Water Transfer Project and the ancient canal gate 4 drainage pool. We estimated the water storage quantity and the amount of compensation this offered. We used the improved PID algorithm to the study 20 disturbance flow water pipe heads. The results show that the storage compensation algorithm can suppress the fluctuation of water level to a certain extent, but, for the disturbance caused by large flows, the maximum fluctuation of water level in front of Shahei sluice gate that the storage compensation control algorithm is capable of is more than 0.3 m, which is much larger than the water level constraint of the middle line channel pool, where the rate of the drop in water level should not exceed 0.15 m per hour. However, in the case of large flow disturbance, the variation of water level in front of all the control gates in the study area is not more than 0.1 m, which meets the severe water level constraint of the middle line project, and the water level control effect is good, which protects the operation safety of the canal pool.