Research on the Comprehensive Regulation Method of Combined Sewer Overflow Based on Synchronous Monitoring-A Case Study

被引:3
|
作者
Yu, Lei [1 ,2 ]
Yan, Yulin [1 ,2 ]
Pan, Xingyao [1 ,2 ]
Yang, Simin [1 ,2 ]
Liu, Jiaming [1 ]
Yang, Moyuan [1 ,2 ]
Meng, Qingyi [1 ,2 ]
机构
[1] Beijing Water Sci & Technol Inst, Beijing 100048, Peoples R China
[2] Beijing Unconvent Water Resources & Water Saving, Beijing 100048, Peoples R China
关键词
combined sewer overflow; synchronous monitoring; Liangshui River; rainfall characteristics; comprehensive regulation; RUNOFF;
D O I
10.3390/w14193067
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Combined sewer overflow pollution has gradually become the limiting factor for the further improvement of river water quality during rain events. Setting up a comprehensive regulation method based on synchronous monitoring is essential for combined sewer overflow management. However, current studies mainly focus on single monitoring and lack a correlation between control objectives and control effects. This study establishes a new aspect of a comprehensive regulation and control method based on overflow characteristic analysis, a calculation model, and control target determination. Through synchronous monitoring of the pipe network, the sewage treatment plant, and the river course in the Liangshui River basin of China, rainfall thresholds of outlets in a combined pipe network, pre-treatment overflow, and simple-treatment overflow were 14, 9, and 16 mm, respectively, and the overflow volume was positively correlated with the rainfall. The COD (chemical oxygen demand) concentration from the pre-treatment overflow was much higher than that from the combined pipe network, and the EMC (event mean concentration) in heavy rain was higher than in rainstorms. The shortest time exceeding the water quality by overflow pollution was 1 h, and the longest time was more than 7 days. Overflow load proportions of the three links were 43.4%, 32.8%, and 23.8%, accounting for 66.3% of the total pollutant load of the river, and the best scheme of input-output ratio was to regulate the first three outlets of overflow load. Our results provide comprehensive guidance and a systematic approach for the monitoring and control of combined sewer overflow.
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页数:15
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