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泥膜共生/臭氧催化氧化工艺在污水处理厂提标改造中的应用OACSTPCD

Application of Integrated Fixed Film Activated Sludge/Catalytic Ozonation Processes in Upgrading and Reconstruction of WWTP

中文摘要英文摘要

为满足更加严格的污水排放标准,将泥膜共生/臭氧催化氧化工艺在处理水量为 2×104 m3/d的东营S污水处理厂提标改造中应用.运行结果表明,新工艺运行后,系统去除有机物和氮素的效率提升.在进水水质、水温等条件基本相同的情况下,生化池反应碳氮比(C/N)由 5.74 降至 4.53,乙酸钠碳源投加量降低 58.9%,生化出水化学需氧量(CODCr)、氨氮、总氮质量浓度分别由改造前的 52.2、2.2、14.0 mg/L降至 42.8、1.2、8.7 mg/L,臭氧催化氧化出水CODCr 均值为 20.4 mg/L.改造后泥膜共生系统中,通过扫描电子显微镜(SEM)可观察到密实、连续的生物膜体,检测出Candidatus_competibacte、Nitrospira等优势菌群,有效保证了系统稳定的氮转化和有机物去除效果,生化段溶解性有机物(DOM)去除率由 32.4%提高至 44.7%,臭氧催化氧化工艺基本将生化出水中残留的对甲酚、甲苯等难降解有机物完全去除.此外,在满足更高排放要求的情况下,提标改造前后水处理药剂成本基本不变.

Dongying S wastewater treatment plant(WWTP)underwent an upgrade to comply with more stringent sewage discharge standards.With a capacity of 20000 m3/d,the WWTP is retrofitted with an integrated fixed film activated sludge/ozone catalytic oxidation process.The process operation results indicate that the implementation of this novel process has significantly improved the removal efficiency of organic matter and nitrogen.Simultaneously,C/N in the biochemical tank decreased from 5.74 to 4.53 with a 58.9%reduction in sodium acetate carbon source dosage under virtually similar influent water quality and temperature conditions.The biochemical effluent had reductions in CODCr,ammonia nitrogen and total nitrogen from 52.2,2.2,14.0 mg/L before the upgrade to 42.8,1.2,8.7 mg/L respectively.The average CODCr of the ozone catalytic oxidation effluent is measured at 20.4 mg/L.The integrated fixed film activated sludge system forms a dense and continuous biofilm,which includes dominant bacterial groups such as Candidatus_competibacte and Nitrospira,ensures stable nitrogen conversion and effective organic matter removal.The dissolved organic matter(DOM)removal efficiency in the biochemical stage increases from 32.4%to 44.7%,and the ozone catalytic oxidation process essentially eliminated difficult-to-degrade organic compounds such as cresol and toluene in the biochemical effluent.Moreover,the cost of water treatment chemicals remains essentially unchanged before and after upgrading,meeting the increased emission requirements.

刘伟刚;张欢;刘欣;谷雷严;杨卫华;刘营营

中国石化集团胜利石油管理局有限公司供水分公司,山东东营 257000中国城市建设研究院有限公司,北京 100120

土木建筑

泥膜共生臭氧催化氧化优势菌群溶解性有机物(DOM)

integrated fixed film activated sludgecatalytic ozonationdominant bacterial groupsdissolved organic matter(DOM)

《净水技术》 2024 (004)

178-189 / 12

中国石化集团胜利石油管理局有限公司科技攻关项目(GKG2204)

10.15890/j.cnki.jsjs.2024.04.022

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