首页|某化工污水厂去除总氮工艺设计及工程运行效果实例

某化工污水厂去除总氮工艺设计及工程运行效果实例

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浙江某化工企业附属工业污水处理厂于2019年初进行提标扩容改造,总处理规模从原先的2.88× 105 m3/d扩大到4.18× 105 m3/d,经过处理后的水质标准由GB 18918-2002《城镇污水处理厂污染物排放标准》一级B排放标准提升到一级A排放标准.根据新增废水的水质及提标改造前污水厂的运行水质的分析,确定去除总氮是此次技改工程的难点.通过方案论证决定采用载体流动床生物膜处理工艺作为深度处理单元去除总氮的主要技术手段.随后通过中试实验论证方案的合理性,同时取得相关设计参数.技改项目于2020年初完成建设,3月份开始调试运行载体流动床生物膜池,5个月后取得了良好的去除总氮的效果并运行稳定,也为以后类似项目提供了借鉴.
Design and Engineering Operation of Total Nitrogen Removal Process in A Chemical Wastewater Treatment Plant
An industrial wastewater treatment plant affiliated to a chemical enterprise in Zhejiang Province was upgraded at the beginning of 2019,and the total treatment capacity was expanded from 2.88×105m3/d to 4.18×105 m3/d.The effluent quality standard was upgraded from Grade B to Grade A in the"Pollutant Discharge Standard for Urban Sewage Treatment Plants"(GB 18918-2002).According to the analysis of the water quality of the new wastewater and the operating water quality of the sewage plant before the upgrading,the total nitrogen renovation is determined to be the difficulty of this technical upgrading project.Through the demonstration of the scheme,the carrier fluidized bed biofilm treatment process was decided to be the main technical means to remove total nitrogen in the advanced treatment unit.Subsequently,the rationality of the scheme was proved by pilot test,and the relevant design parameters were obtained.The technical upgrading project was completed in early 2020,and the carrier fluidized bed biofilm tank began commissioning and operation in March.After five months of operation,good total nitrogen removal effect and stable operation were achieved,which also provides a reference for similar projects in the future.

chemical wastewater treatment plantTNoperation effect

刘青、何晓锋、范修波

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中化环境科技工程有限公司,安徽 合肥 230000

化工污水处理厂 总氮 运行效果

2024

化工管理
中国化工企业管理协会

化工管理

影响因子:0.336
ISSN:1008-4800
年,卷(期):2024.(34)