Issue |
MATEC Web Conf.
Volume 246, 2018
2018 International Symposium on Water System Operations (ISWSO 2018)
|
|
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Article Number | 02026 | |
Number of page(s) | 5 | |
Section | Parallel Session I: Water Resources System | |
DOI | https://doi.org/10.1051/matecconf/201824602026 | |
Published online | 07 December 2018 |
Automatic feedback control algorithm for canal for a quick upstream water supply interruption in the case of an emergency
1 Zhejiang University, College of Civil Engineering and Architecture, 310058, Hangzhou, China
2 China Institute of Water Resources and Hydropower Research, State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, 100038, Beijing, China
3 Hohai University, College of Water Conservancy and Hydropower Engineering, 210098, Nanjing, China
4 Changjiang Survey, Planning, Design and Research Co., Ltd., 430015, Wuhan, China
a Corresponding author: lxh@iwhr.com
For the sudden upstream water interruption in the canal of an emergency, the existing research method guiding gate control is mainly feed-forward compensation algorithm, under which algorithm the interruption of water diversions is the upstream first and then the downstream. In order to achieve a more flexible water demand for different water diversions purpose, this study used PI water level difference feedback control algorithm to control the gate under this condition. The research results showed that the PI water level difference feedback control algorithm can make the change trend of water level of multi-pool close and reduce the rate of water level decline, and thus prolong the continuous delivery time of pools with offtake delivery demand under sudden upstream water interruption. Moreover, the PI water level difference method has good robustness and can be applied to more complex combinations of inflow and delivery changes. This study provides another way of thinking for the regulation of the gate in the case of sudden upstream water interruption.
© The Authors, published by EDP Sciences, 2018
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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