ZHU Shi-tai,SHENLi-fen,WANGGuang-hua.Distribution of Influent Quality of Sewage Treatment Plants in Guangzhou City Center[J].China Water & Wastewater,2022,38(19):49-53.
广州市中心城区污水处理厂进水水质分布规律研究
- Title:
- Distribution of Influent Quality of Sewage Treatment Plants in Guangzhou City Center
- Keywords:
- sewage treatment plant; influent quality; distribution; rainfall
- 摘要:
- 为落实城镇污水处理提质增效三年行动方案要求、了解广州市现状污水系统收集效能、摸清现状污水处理厂进水水质情况,以广州市10 座城市污水处理厂2020年实际运行数据为基础,系统分析了进水水质特征及BOD5、COD、NH3-N的分布规律。结果表明,污水中BOD5、COD、NH3-N呈正偏态分布,中心城区进水BOD5、COD、氨氮的中位数分别为97.35、175.00、17.60 mg/L,90%保证率下的BOD5为139.00 mg/L、COD为262.00 mg/L、氨氮为23.30 mg/L。BOD5/COD均值为0.545,中位数为0.548,比值超过0.4的百分比为96.8%,污水可生化性较好。降雨对污水厂进水水质有显著影响,其会降低污水处理厂削减污染物的效能,应继续加快推进渠箱清污分流及单元达标改造,降低雨水对污水系统收集处理效能的影响,保证进厂水质。
- Abstract:
- To implement the requirements of the three-year action plan for improving the quality and efficiency of urban sewage treatment, understand the collection efficiency of the current sewage system in Guangzhou, and find out the influent quality of the current sewage treatment plant, the characteristics of influent quality and the distribution of BOD5, COD and NH3-N were systematically analyzed based on the actual operational data of 10 urban sewage treatment plants in Guangzhou in 2020. The BOD5, COD and NH3-N in sewage were positively skewed. The median BOD5, COD and NH3-N in downtown were 97.35 mg/L, 175.00 mg/L and 17.60 mg/L, respectively, and they were 139.00 mg/L, 262.00 mg/L and 23.30 mg/L respectively at guarantee rate of 90%. The mean ratio of BOD5 to COD (BOD5/COD) was 0.545, its median was 0.548, and the percentage of BOD5/COD greater than 0.4 was 96.8%, indicating that the biodegradability of the sewage was good. Rainfall had a significant impact on the influent quality and reduced the pollutant reduction efficiency of the sewage treatment plant. Therefore, it is necessary to continue to accelerate the diversion of water and sewage in the combined tunnel and the transformation of the unit to meet the standard, and reduce the effect of rainwater on the collection and treatment efficiency of sewage system, so as to ensure the influent quality of the sewage treatment plant.
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[1]王 亮.马来西亚Pantai地埋式污水厂环网供配电结构设计[J].中国给水排水,2018,34(22):63.
WANG Liang.Power Supply and Distribution Structure Design of Ring Network for Pantai Underground Wastewater Treatment Plantin Malaysia[J].China Water & Wastewater,2018,34(19):63.
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HOU Xiao-qing,DENG Lei,GAO Hai-ying,et al.Application of MBR Process in the Upgrading and Reconstruction Project of Shending River WastewaterTreatment Plant[J].China Water & Wastewater,2018,34(19):66.
[3]邱明海.北京市垡头污水处理厂改扩建工程设计技术方案[J].中国给水排水,2018,34(20):13.
QIU Ming hai.Reconstruction and Expansion Design Technical Plan of Beijing Fatou Wastewater Treatment Plant[J].China Water & Wastewater,2018,34(19):13.
[4]郝二成,郭毅,刘伟岩,等.基于数学模拟的污水厂运行分析——建模与体检[J].中国给水排水,2020,36(15):23.
HAO Er-cheng,GUO Yi,LIU Wei-yan,et al.Operation Analysis of Wastewater Treatment Plant Based on Mathematical Simulation: Modeling and Examination[J].China Water & Wastewater,2020,36(19):23.
[5]张月,王阳,张宏伟,等.阳泉市污水处理二期工程BARDENPHO工艺设计和运行[J].中国给水排水,2020,36(16):64.
ZHANG Yue,WANG Yang,ZHANG Hong-wei,et al.Design and Operation of BARDENPHO Process in Phase Ⅱ Project of Yangquan Wastewater Treatment Plant[J].China Water & Wastewater,2020,36(19):64.
[6]祝新军,蔡芝斌,姚斌,等.绍兴污水处理厂气浮设备的优化改造[J].中国给水排水,2020,36(16):101.
ZHU Xin-jun,CAI Zhi-bin,YAO Bin,et al.Optimization and Modification of Air Floatation Equipment in Shaoxing Wastewater Treatment Plant[J].China Water & Wastewater,2020,36(19):101.
[7]王文明,杨淇椋,蔡依廷,等.MSBR工艺在高排放标准污水处理厂的应用[J].中国给水排水,2020,36(16):111.
WANG Wen-ming,YANG Qi-liang,CAI Yi-ting,et al.Application of MSBR Process in Wastewater Treatment Plant with Stringent Discharge Standard[J].China Water & Wastewater,2020,36(19):111.
[8]郝二成,郭毅,刘伟岩,等.基于数学模拟的污水厂运行分析——控制与优化[J].中国给水排水,2020,36(17):23.
HAO Er-cheng,GUO Yi,LIU Wei-yan,et al.Operation Analysis of Wastewater Treatment Plant Based on Mathematical Simulation: Control and Optimization[J].China Water & Wastewater,2020,36(19):23.
[9]王阳,张月,王晓康,等.高排放标准下的改良AAO+深度处理工程案例[J].中国给水排水,2020,36(18):56.
WANG Yang,ZHANG Yue,WANG Xiao-kang,et al.Project Case of Modified AAO and Advanced Treatment Process under High Emission Standards[J].China Water & Wastewater,2020,36(19):56.
[10]郑枫,慕杨,孙逊.MBR工艺用于山东省某污水处理厂扩建工程[J].中国给水排水,2020,36(18):81.
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