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臭氧催化氧化系统在膜法有机浓水深度处理中的应用

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洱源县某污水厂处理规模为 1。0×104 m3/d,主体工艺为"膜生物反应器(MBR)-纳滤"双膜工艺,其中纳滤系统产生的浓水经臭氧催化氧化处理系统处理后与纳滤产水混合,混合出水主要指标达到国家《地表水环境质量标准》(GB 3838-2002)中Ⅲ类(湖、库)标准,实现污水零排放。臭氧催化氧化处理系统采用两段式设计,处理规模为 1 000 m3/d。臭氧催化氧化系统通水运行一年后的性能测试显示,系统总体处理效果稳定,臭氧催化氧化处理后化学需氧量(CODCr)平均质量浓度由148。39 mg/L降低到 75。45 mg/L,耗电量约为 1。85 kW·h/m3。结果表明,臭氧催化氧化工艺是膜法有机浓水深度处理的有效工艺。
Application of Catalytic Ozonation System in Advanced Treatment of Organic Concentrated Water by Membrane Method
Eryuan WWTP has a treatment capacity of 1.0×104 m3/d,and the main process is the"membrane bioreactor(MBR)-nanofiltration"dual membrane process.The concentrated water generated by the nanofiltration system is treated by the ozone catalytic oxidation treatment system and mixed with the nanofiltration water.The main indices of the mixed water meet the class Ⅲ(lake,reservoir)standards in the national Environmental Quality Standards for Surface Water(GB 3838-2002),and achieve zero wastewater discharge.The ozone catalytic oxidation treatment system adopts a two-stage design with a treatment capacity of 1 000 m3/d.The performance test of the ozone catalytic oxidation system after one year of operation with water shows that the overall treatment effect is stable,the average mass concentration of chemical oxygen demand(CODCr)after ozone catalytic oxidation treatment is reduced from 148.39 mg/L to 75.45 mg/L,and the power consumption is about 1.85 kW·h/m3.The results show that the ozone catalytic oxidation process is an effective process for advanced treatment of organic concentrated water by membrane method.

catalytic ozonation systemwastewater zero dischargechemical oxygen demand(CODCr)organic concentrated water by membranemethod advanced treatment

袁少鹏、吴念鹏、陈翔、石洁

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北京碧水源科技股份有限公司,北京 102206

臭氧催化氧化处理系统 污水零排放 化学需氧量(CODCr) 膜法有机浓水 深度处理

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2022YFC3203100

2024

净水技术
上海市净水技术学会,上海市城乡建设和交通委员会科学技术委员会办公室

净水技术

CSTPCD
影响因子:0.643
ISSN:1009-0177
年,卷(期):2024.43(1)
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