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作 者:张俊 雷轰 陈翔 王硕 王保龙 胡甲兴 冯硕 冯凯 ZHANG Jun;LEI Hong;CHEN Xiang;WANG Shuo;WANG Bao-long;HU Jia-xing;FENG Shuo;FENG Kai(Yangtze Ecology and Environment Co.Ltd.,Wuhan 430062,China;Beijing General Municipal Engineering Design and Research Institute Co.Ltd.,Beijing 100082,China)
机构地区:[1]长江生态环保集团有限公司,湖北武汉430062 [2]北京市市政工程设计研究总院有限公司,北京100082
出 处:《中国给水排水》2024年第22期53-56,57,共5页China Water & Wastewater
基 金:长江大保护小城镇污水处理厂站设计标准化研究科研项目(HB/2B2021106)。
摘 要:六安市凤凰桥水质净化厂一期工程建设规模4×10^(4) m^(3)/d,二期工程将建设规模提升至9×10^(4) m^(3)/d,出水水质执行《城镇污水处理厂污染物排放标准》(GB 18918—2002)一级A标准和《巢湖流域城镇污水处理厂和工业行业主要水污染物排放限值》(DB 34/2710—2016)的共同要求。通过对一期工程的挖潜和局部改造,在保证出水达到新考核指标的前提下,将处理能力提升至5×10^(4) m^(3)/d。二期工程采用改进型Bardenpho生物池+平流式沉淀池,并采用深床滤池/硫自养滤池深度脱氮,采用高级氧化技术去除新污染物。通过运行工况的调整,凤凰桥水质净化厂雨季处理能力可提升至13×10^(4) m^(3)/d。运行结果显示,出水水质可稳定达标。The construction scale of the first phase of Fenghuangqiao wastewater purification plant in Lu'an is 4×10^(4) m^(3)/d,and the second phase of the project will increase the construction scale to 9×10^(4) m^(3)/d.The effluent quality should comply with the combined requirements of the class A standard of the Discharge Standard of Pollutants for Municipal Wastewater Treatment Plant(GB 18918-2002) and the Discharge Limits of Major Water Pollutants for Municipal Wastewater Treatment Plants & Industries in the Chaohu Basin(DB 34/2710-2016).By exploring the potential of the first phase project and making partial transformations,the treatment capacity was enhanced to 5×10^(4) m^(3)/d while ensuring that the effluent met the new standard.Improved Bardenpho biological tanks and horizontal flow sedimentation tanks were adopted in the second phase project,and deep-bed filters/sulfur autotrophic denitrification filters were adopted to remove nitrogen,while advanced oxidation was adopted to remove emerging contaminants.The treatment capacity could be increased to 13×10^(4) m^(3)/d during the rainy season through the adjustment of operation.The operation results indicated that the effluent quality could meet the standards steadily.
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