Research on the Optimal Regulation of Sudden Water Pollution

被引:1
|
作者
Ren, Honglei [1 ]
Lin, Fei [1 ,2 ,3 ]
Tao, Yuezan [1 ]
Wei, Ting [1 ]
Kang, Bo [4 ]
Li, Yucheng [2 ,3 ]
Li, Xian [1 ]
机构
[1] Hefei Univ Technol, Coll Civil Engn, Hefei 230009, Peoples R China
[2] Anhui Univ, Sch Resources & Environm Engn, Hefei 230601, Peoples R China
[3] Inst Intelligent Machines, Chinese Acad Sci, Hefei 230031, Peoples R China
[4] Hefei Univ Technol, Sch Resources & Environm Engn, Hefei 230009, Peoples R China
基金
中国国家自然科学基金;
关键词
sudden water pollution; emergency regulation; parameter quantification method; NSGA-II; optimized partition; water supplying time; QUALITY MODEL; IDENTIFICATION; SIMULATION;
D O I
10.3390/toxics11020149
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
For the needs of the whole region's emergency regulation of the nullah sudden water pollution event, the emergency regulation strategy of the accident section and upstream and downstream of the sudden water pollution event is studied. For the accident section, the duration of the whole emergency event is calculated using the parameter quantification method; for the upstream of the accident section, the NSGA-II is used to adjust the gate opening to ensure the water level stability of the upstream pools; for the downstream section, the optimized partition method is used to identify the unfavorable pools and close the unfavorable pool to extend the water supply time. Based on the example of an emergency event in the section of the Liyanghe gate-Guyunhe gate of the middle line project, the research results are as follows: the accident section is identified as the Xiaohe gate-Hutuohe gate, the upstream of the accident section is the Liyanghe gate-Xiaohe gate, and the downstream of the accident section is the Hutuohe gate-Gangtou Tunnel gate. The duration of the emergency event in the accident section is 7.9 h; the maximum average water level deviation before the gate upstream of the accident section is 0.05 m; two unfavorable canal pools are identified in the stream of the accident section, and the water supply time of the unfavorable pools is extended by 6.13 and 5.61 d.
引用
收藏
页数:16
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