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肇庆市某污水厂CASS工艺的调试与运行性能
檀笑1,2, 屈艳芬2,3, 叶锦韶2*
1. 环境保护部华南环境科学研究所, 广州 510655; 2. 暨南大学环境工程系, 广州 510632; 3. 艾博斯泵业有限公司广州分公司, 广州 510610
Engineering regulation and operation on the cyclic activated sludge system in municipal wastewater treatment plant
TAN Xiao1,2, QU Yan-fen2,3, YE Jin-shao2
1. South China Institute of Environmental Sciences, Ministry of Environmental Protection, Guangzhou 510655, China; 2. Department of Environmental Engineering, Jinan University, Guangzhou 510632, China; 3. ABS Co. Ltd. Guangzhou Branch, Guangzhou 510610, China
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摘要 

对肇庆市某新建城市污水处理厂进行工艺调试,研究了其CASS系统对进水的处理效果.结果表明,调试阶段,进水CODCr、BOD5、NH4+-N和TP浓度分别为117.3~446.4 mg·L-1、60.5~225.9 mg·L-1、7.6~34.3 mg·L-1和1.85~5.49 mg·L-1,对应地,出水浓度分别为18.6~63.2 mg·L-1、8.0~29.2 mg·L-1、2.0~8.8 mg·L-1和0.22~0.83 mg·L-1.正常运行并优化工艺后,出水BOD5、NH4+-N和TP可达标排放.CASS池微生物数量丰富,正常运行阶段每克干污泥中,细菌、酵母菌和霉菌总数分别高达4.2×1010±1.8×1010CFU、2.5×107±1.8×107CFU和3.6×106±2.6×106CFU.

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关键词 城市污水处理厂CASS工艺工程调试运行    
Abstract

A municipal wastewater treatment plant in Zhaoqing city capable of treating 20000 m3·d-1 wastewater was available in June 2008.With the success of cultivating activated sludge in July,the adjustment of treatment parameters was performed to improve the treatment efficiency in the following two months that ensured the effective operation of the plant in November.By using the standard monitoring methods,several kinds of contaminants and indexes,including chemical oxygen demand(CODCr), biochemical oxygen demand(BOD5),ammonia-nitrogen(NH4+-N) and total phosphorus(TP) were utilized to determine the treatment efficiency of the plant.The results showed that the influent consistency of CODCr,BOD5,NH4+-N and TP ranged from 117.3 to 446.4 mg·L-1,60.5 to 225.9 mg·L-1,7.6 to 34.3 mg·L-1,and 1.85 to 5.49 mg·L-1 respectively.After treated,the cyclic activated sludge system could dramatically decrease the concentration of those contaminants to 18.6 to 63.2 mg·L-1, 8.0 to 29.2 mg·L-1,2.0 to 8.8 mg·L-1,and 0.22 to 0.83 mg·L-1.Effluent could return back into the environment with the match of discharge standard of pollutants for municipal wastewater treatment plant and local criteria.The total amounts of bacteria,yeast and mould were 4.2×1010±1.8×1010 CFU,2.5×107±1.8×107 CFU,and 3.6×106±2.6×106 CFU per gram dry sludge respectively in the operation period.

Key wordsmunicipal wastewater treatment plant    cyclic activated sludge system    engineering regulation    operation
收稿日期: 2009-08-25     
:  X703.1  
引用本文:   
檀笑1,2, 屈艳芬2,3, 叶锦韶2*. 肇庆市某污水厂CASS工艺的调试与运行性能[J]. , 2009, 28(4): 366-369.
TAN Xiao1,2, QU Yan-fen2,3, YE Jin-shao2. Engineering regulation and operation on the cyclic activated sludge system in municipal wastewater treatment plant. , 2009, 28(4): 366-369.
链接本文:  
 http://www.ecolsci.com/CN/Y2009/V28/I4/366
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