Emergency Control Strategy for Unexpected Water Pollution Accidents in the Middle Route Open Channel of the South-to-North Water Diversion Project

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Abstract:

This paper takes a typical channel passage in the middle route of the South-to-North water diversion project as an example to study emergency control strategies for unexpected water pollution accidents. A one-dimensional Saint Venant equation and water quality numerical model is developed, considering limitations such as the migration velocity of pollutants, water level fluctuation, and variations in the channel. Emergency control strategies for each gate are proposed for unexpected water pollution accidents and gate closing rules are established. Parameters such as the channel water depletion rate, stabilization time, water level fluctuation, and water quality are simulated under different control strategies in order to ensure the safe operation of water transport and to decide on the control strategy for unexpected water pollution accidents. Such studies can provide reference information for the development of emergency strategies in the middle route of the South-to-North water diversion project.

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Periodical:

Advanced Materials Research (Volumes 1030-1032)

Pages:

519-525

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Online since:

September 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] Ruan Xinjian, Yuan Hongyuan, Wang Changde. Design of irrigation canal automatic control. Journal of Hydraulic Engineering, (2004).

Google Scholar

[2] Yao Xiong, Wang Changde, Li Changjing. Operation mode of serial canal system based on water volume control method. Journal of Hydraulic Engineering, (2008).

Google Scholar

[3] Cui Wei, Chen Wenxue, Yao Xiong, et al. Research on canal control of large scale water transfer project. South-to-North Water Transfers and Water Science and Technology, (2009).

Google Scholar

[4] Cui Wei, Chen Wenxue, Yao Xiong. Research on water level and flow cascade control of canal. Engineering journal of Wuhan University, (2009).

Google Scholar

[5] Fang Shenguang, Wu Baosheng, Fu Xudong. Gate operation in the middle route of the south-to-north water diversion channel. Journal of Hydroelectric Engineering, (2008) p: 93-97.

Google Scholar

[6] Litrico X. Test of Auto-Tuned Automatic Downstream Controller on Gignac Canal. Second USCID Conference on SCADA and Related Technologies for Irrigation Systems Modernization. Denver, (2007).

Google Scholar

[7] Gao Xue-ping, Zhang Chen, Zhang Ya. Numerical simulation and prediction of water quality for water supply from Yellow River to Tianjin. Chinese Journal of Hydrodynamics, (2007)p: 36-43.

Google Scholar

[8] Zhu Dejun. Study on numerical methods for water pollution accidents in the middle route open channel of the south-to-north water transfer. Beijing: Department of Hydraulic Engineering, Tsinghua University(2007).

Google Scholar

[9] Mu Xiangpeng, Lian Jijian, Liu Hanhe. Comparison and applicability analysis of numerical methods for transient of complex water diversion system. Journal of Tianjin University, (2008).

Google Scholar

[10] Lian Jijian, Zheng Zheng, Li Lin, et al. Hydraulic characteristics and control approach of stepped low pressurized water diversion system with parallel multi-holes in regulation tanks. Journal of Hydraulic Engineering, (2006).

Google Scholar

[11] Zhang Chen. Study on the security of water quality and application for long distance water diversion project. Tianjin: School of Civil Engineering, Tianjin University, (2008).

Google Scholar

[12] Gao Xueping, Zhang Chen, Zhang Ya, et al. Numerical simulation and prediction of water quality for water supply from Yellow River to Tianjin. Journal of Hydrodynamics: Ser A, (2007 ).

Google Scholar