OPERATION EVALUATION OF URBAN SEWAGE TREATMENT PLANTS IMPLEMENTING GRADE I-A STANDARD AND ANALYSIS ON EMPASSIS AND DIFFICULTIES IN UPGRADING THE STANDARD
-
摘要: 截至2019年底,全国共有2913座城镇污水处理厂执行GB 18918-2002《城镇污水处理厂污染物排放标准》的一级A标准,占全国城镇污水处理厂总数的53.2%,一级A标准已成为目前国内城镇污水处理厂执行最广泛的排放标准。通过对近6年太湖流域204座执行一级A标准污水处理厂的深入调研,结合全国100多座污水处理厂的全流程分析工作成果,首先系统评估了执行一级A标准的城镇污水处理厂的运行成效,其中太湖流域城镇污水处理厂在一级A提标改造后由于进水量的不断增加和出水浓度的不断降低,污染物削减总量显著提高,对太湖流域有机物、氮、磷减排及太湖富营养化控制做出了积极贡献。然后总结了城镇污水处理厂在运行过程中的常见问题,在进水水质、工艺设计、设备设施选择和维护以及活性污泥功能菌群性能调控等方面仍有进一步完善和优化空间,并提出了针对性的优化运行措施。最后重点探讨新一轮提标改造工作的重难点和对策,提出在新一轮提标改造中,应当重视污水收集系统的提质增效,提高管网质量和输送效率,并建议提标改造前先开展现有工艺的全流程分析,再在此基础上确定采取工艺优化或工程措施。Abstract: By the end of 2019, a total of 2913 urban wastewater treatment plants (WWTPs) in China had implemented the Grade I-A Discharge Standard in China's national standard GB 18918-2002, which accounted for 53.2% of the total WWTPs in China. The Grade I-A Standard has become the most widely implemented discharge standard for WWTPs in China. Based on the deep investigation of 204 WWTPs implementing the Grade I-A Standard of Taihu Basin in recent 6 years, in combination with whole process analysis of more than 100 WWTPs in China, this paper firstly evaluated the operational performance of WWTPs implementing the Grade I-A Standard. Results showed that total amount of pollutants reduction of WWTPs in Taihu Basin had been significantly increased due to the continuous increase of water inflow, and the continuous decrease of effluent concentration after the upgrading of Grade I-A Standard, positively contributing to the emission reduction of organic matter, nitrogen, phosphorus and the eutrophication control in Taihu Basin. Then the common problems in the operation process of WWTPs were summarized. Influent water quality, process design, selection and maintenance of equipment and facilities, as well as the performance control of functional bacterial group in activated sludge still had further improvement and optimization space. Meanwhile, targeted optimization operation measures were put forward. At last, key and difficult points and strategies in the new round of upgrading work were discussed. It is suggested that attention should be paid to improving the quality and efficiency of the wastewater collection system, and the quality and transmission efficiency of the pipe network. And the whole process analysis should be carried out before upgrading. Then the process optimization or engineering measures could be confirmed.
-
郑兴灿.太湖流域城镇污水处理厂执行一级A标准的问题讨论[J].建设科技,2008(14):8-12. 中华人民共和国住房和城乡建设部.全国城镇污水处理厂信息管理系统[EB/OL].http://wsxm.cin.gov.cn/login.aspx. 阮智宇,郑凯凯,苏挥,等.CAST工艺运行诊断和优化调控分析[J].中国给水排水,2015,31(20):50-54. 陈明飞,郑凯凯,王燕,等.基于全流程分析的污水厂高硝态氮进水优化运行[J].中国给水排水,2019,35(17):118-122,128. 江苏省生态环境厅.江苏省环境状况公报(2007)[Z]. 江苏省人民政府公报,2007. 江苏省生态环境厅.江苏省生态环境状况公报(2017)[Z]. 江苏省人民政府公报,2017. 何伶俊,汪勇,黄皓,等.江苏太湖流域污水处理厂一级A提标改造技术总结[J].中国给水排水,2011,27(10):33-39. 江苏省住房和城乡建设厅.江苏省太湖流域城镇污水处理厂提标建设技术导则[M].北京:光明日报出版社,2010. 江苏省住房和城乡建设厅.江苏省太湖地区城镇污水处理厂DB 32/1072提标技术指引[M]. 江苏:江苏省住房和城乡建设厅,2018. 邹吕熙,李怀波,郑凯凯,等.太湖流域城镇污水处理厂进水水质特征分析[J].给水排水,2019,55(7):39-45. 熊鸿斌,吴胜方,赵娜娜.城市污水厂TN、TP达一级A标准的设计运行要点[J].中国给水排水,2011,27(18):96-99. 郑兴灿,孙永利,尚巍,等.城镇污水处理功能提升和技术设备发展的几点思考[J].给水排水,2011,47(9):1-5. 聂新宇,阮智宇,王燕,等.太湖流域市政污水处理厂一级A标准稳定运行存在问题探讨[J].环保科技,2016,22(5):46-50. 中华人民共和国住房和城乡建设部. 室外排水设计规范(2014年版):GB 50014-2006[M]. 北京:中国计划出版社, 2014. 于莉芳,房平,万琼,等.西安市第六污水处理厂设计水质水量分析与确定[J].给水排水,2011,37(9):38-42. 孙晶晶,羊鹏程,鲍立新,等.曝气强度对曝气沉砂池运行效果的影响分析[J].中国给水排水,2013,29(21):55-57,64. 王磊.市政污水管网改造工程施工管理策略[J].低碳世界,2018(2):21-22. 翁晟琳,李一平,卢绪川,等.台州市生活污水处理厂设计水量中雨水混入比例研究[J].水资源保护,2017,33(4):75-79,94. WEISS G, BROMBACH H, HALLER B. Infiltration and inflow in combined sewer systems:iong-term analysis[J]. Water Science & Technology, 2002, 45(7):11-19. 中华人民共和国住房和城乡建设部.城镇污水处理提质增效三年行动方案(2019-2021年)[R]. 建城[2019] 52号,2019. BOLTZ J P, MORGENROTH E, DAIGGER G T, et al. Method to identify potential phosphorus rate-limiting conditions in post-denitrification biofilm reactors within systems designed for simultaneous low-level effluent nitrogen and phosphorus concentrations[J]. Water Research, 2012, 46(19):6228-6238. 王靖宇,付晓伟,韦凤密,等.基于O3-MBR工艺的焦化废水深度处理[J].工业安全与环保,2019,45(9):10-14. 宋亚朋,王建兵,聂海峰,等.管式O3/UV-BAF处理印染生化尾水的中试实验[J].环境工程学报,2019,13(2):264-271. 李鹏峰,郑兴灿,孙永利,等.高效初沉发酵池处理城市污水的中试研究[J].中国给水排水,2012,28(5):5-8. 隋克俭,李鹏峰,郭亚琼,等.高效初沉发酵池装置在城市污水处理厂的应用[C]//中国土木工程学会水工业分会排水委员会:中国土木工程学会,全国排水委员会2015年年会论文集,2015:229-232. 李激,陈明飞,王燕,等.高排放标准下市政污水处理厂反硝化脱氮影响因素及优化分析[J].环保产业,2019,29(2):38-43.
点击查看大图
计量
- 文章访问数: 480
- HTML全文浏览量: 68
- PDF下载量: 35
- 被引次数: 0