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低负荷低碳氮比进水污水处理厂工艺运行新模式探讨

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由于管网建设与污水处理厂建设的不同步,广州某污水处理厂处于30%~54%低负荷运行状态.另一方面,广州中心城区污水处理厂进水碳氮比普遍偏低,2020年平均碳氮比为4.35(COD/TN为7.70).在低负荷与低碳氮比进水的影响下,会导致污水处理厂出水总氮不稳定,容易出现偏高甚至超标的情况,为了稳定出水总氮,多数污水处理厂会通过投加碳源加强反硝化,增加了运行费用.由于某污水处理厂低负荷特点,结合工程现状,充分利用闲置的生产线,参考SBR工艺的运行模式,开发出生产线轮换产水模式,通过生化池串联运行达到深度脱氮的目的.按轮换产水模式运行后,出水总氮稳定,平均值为6.50 mg/L,总氮去除率提高至78.2%,乙酸钠单耗为0.27 t/万m3,与传统运行模式相比下降约为25%.
Discussion on the new process operation mode of sewage treatment plant with low load and low C/N ratio
As the pipe network construction time is not synchronous with sewage treatment plant's,Guangzhou new sewage treatment plant will be in low organic loading operation situation 30%~54%.And commonly,the influent C/N ratio is low in Guangzhou municipal sewage treat-ment plants,the average C/N ratio in 2020 is 4.35(COD/TN is 7.70).Under the influence of two sides,the effluent total nitrogen of the sewage treatment plant is so unstable that appears higher TN or even exceed the standard frequently.In order to stabilize the effluent total nitrogen,many plants usually add carbon sources to strengthen denitrification,but this way will increase the oper-ating cost.So,the author who combined Longgui sewage treatment plant's low organic loading characters with plant present situation such as making full use of the idle production line,refers to the SBR process operation mode and finally develops an alternating production mode.The new mode can achieve the purpose of deep nitrogen removal through the biochemical tank series opera-tion.When it is put into operation,the effluent total nitrogen of sewage treatment plant is stable,the average value of total effluent nitrogen is 6.50 mg/L,the total nitrogen removal rate was in-creased to 78.2%,and the sodium acetate consumption per ton is 0.27 tons per ton.Compared with the traditional operation mode,the decrease is about 25%.

Low organic loadLow C/N ratioSewage treatment plantAdvanced denitrifica-tion treatmentProcess optimizationSBR

廖颖哲、胡丽娅、孙伟、张彤彤、李碧清

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广州市净水有限公司,广州 510163

低负荷 低碳氮比 污水处理厂 深度脱氮 工艺优化 SBR

2024

给水排水
亚太建设科技信息研究院,中国建筑设计研究院,中国土木工程学会

给水排水

CSTPCD北大核心
影响因子:0.8
ISSN:1002-8471
年,卷(期):2024.50(9)