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基于化学强化的连续流类颗粒污泥工艺中试研究

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采用絮凝强化连续流类颗粒污泥工艺对四川省某乡镇污水厂进行了生产性改造试验研究,基于侧流运行模式,评估了该工艺对于进水浓度低、水质和水量波动大的适应性、最佳运行参数和实际处理效果。研究发现,通过复合絮凝剂的投加,污泥的自聚集和颗粒化特性逐渐显现,菌胶团的宏观粒径以及颗粒密度显著增大,当系统污泥浓度控制在7~8 g/L时,污泥粒径可稳定维持在200 μm,相较于传统絮状污泥,沉降性能得以大幅提高。当回流比为200%,溶解氧控制在1~2 mg/L,采用5 mg/L CPAM+60 mg/L PAC的絮凝剂复配组合时,出水COD、NH3-N、TN、TP平均浓度分别为25。84、0。55、9。01、0。11 mg/L,均满足《四川省岷江、沱江流域水污染物排放标准》(DB 51/2311-2016)要求。
Pilot Study on Continuous Flow Granular Sludge Process Based on Flocculation Enhancement
A study on the production-scale modification of a rural sewage treatment plant in Sichuan Province was conducted using a coagulation-enhanced continuous flow granular sludge process.Based on a side-stream operation mode,the study evaluated the process's adaptability to low influent concentrations,significant fluctuations in water quality and flow,optimal operational parameters,and actual treatment effects.The research found that with the addition of a composite coagulant,the self-aggregation and granular characteristics of the sludge gradually became apparent,and the macroscopic particle size and particle density of the floc significantly increased.When the system's sludge concentration was controlled at 7~8 g/L,the sludge particle size could be stably maintained at 200 μm,significantly improving the settling performance compared to traditional flocculated sludge.When the recycle ratio was 200%,dissolved oxygen was controlled at 1~2 mg/L,and a coagulant combination of 5 mg/L CPAM+60 mg/L PAC was used,the average concentrations of COD,NH3-N,TN,and TP in the effluent were 25.84 mg/L,0.55 mg/L,9.01 mg/L,and 0.11 mg/L,respectively,all of which met the requirements of the"Sichuan Province Minjiang River and Tuojiang River Basin Water Pollutant Discharge Standard"(DB 51/2311-2016).

granular sludgecontinuous flowlow concentration township sewage plant influentupgrading and reconstructionflocculation enhancement

朱榕鑫、王胤、吴嘉利、赵志勇

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中国市政工程西南设计研究总院有限公司

中交集团城乡水环境技术研发中心

四川省黄河流域城乡水系统工程技术研究中心:四川 成都 610000

颗粒污泥 连续流 低浓度乡镇污水 提标改造 絮凝强化

2025

水处理技术
杭州水处理技术研究开发中心有限公司

水处理技术

北大核心
影响因子:0.731
ISSN:1000-3770
年,卷(期):2025.51(1)