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CAS工艺与AOE工艺曝气池水质信息场的测量与分析
引用本文:刘百仓,刘凤凯,万欣,李丹,王紫薇,欧阳俊锐,张伟成,王斌,朱勇,李雪冰.CAS工艺与AOE工艺曝气池水质信息场的测量与分析[J].环境工程学报,2012,6(9):3085-3090.
作者姓名:刘百仓  刘凤凯  万欣  李丹  王紫薇  欧阳俊锐  张伟成  王斌  朱勇  李雪冰
作者单位:1. 四川大学建筑与环境学院,成都610065 四川I大学水力学与山区河流开发保护国家重点实验室,成都610065
2. 成都市排水有限责任公司,成都,610063
基金项目:水资源与水电工程科学国家重点实验室开放研究基金资助项目(2009B055);中央高校基本科研业务费四川大学青年教师科研启动基金资助项目(2009SCU11046)
摘    要:为了研究曝气池空间内水质的分布及变化规律,采用了YSI6600 V2多参数水质检测仪对成都市三瓦窑污水处理厂的一期工程传统污泥法(CAS)、二期工程缺氧、好氧和内源呼吸(AOE)工艺中的曝气池分别进行了包括DO、NH3-N、NO3--N、pH、氯化物和温度等水质指标的场的检测,通过分析这些数据,揭示了曝气池内部水质变化的规律,并比较了CAS工艺与AOE工艺内水质处理效果的差别。结果表明,(1)溶解氧沿池深方向呈现出一定的分布规律,CAS工艺中随池深增加,溶解氧增加,AOE工艺中随着池深的增加,溶解氧降低;(2)AOE工艺对氨氮在O区的去除率可达97.64%,明显高于CAS工艺的41.76%;(3)沿曝气池长度测量溶解氧空间分布规律,参照理论曲线及依据水质处理要求,调整曝气量的方法具有长期运行经济、水质处理效果好的特点。

关 键 词:CAS工艺  AOE工艺  曝气池  氨氮  溶解氧
修稿时间:7/5/2010 12:00:00 AM

Field measurement and analysis of wastewater quality in aeration tanks of CAS and AOE process
Liu Baicang,Liu Fengkai,Wan Xin,Li Dan,Wang Ziwei,Ouyang Junrui,Zhang Weicheng,Wang Bin,Zhu Yong and Li Xuebing.Field measurement and analysis of wastewater quality in aeration tanks of CAS and AOE process[J].Techniques and Equipment for Environmental Pollution Control,2012,6(9):3085-3090.
Authors:Liu Baicang  Liu Fengkai  Wan Xin  Li Dan  Wang Ziwei  Ouyang Junrui  Zhang Weicheng  Wang Bin  Zhu Yong and Li Xuebing
Institution:College of Architecture and Environment, Sichuan University, Chengdu 610065, China;State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan University, Chengdu 610065, China;College of Architecture and Environment, Sichuan University, Chengdu 610065, China;State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan University, Chengdu 610065, China;College of Architecture and Environment, Sichuan University, Chengdu 610065, China;State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan University, Chengdu 610065, China;College of Architecture and Environment, Sichuan University, Chengdu 610065, China;State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan University, Chengdu 610065, China;College of Architecture and Environment, Sichuan University, Chengdu 610065, China;State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan University, Chengdu 610065, China;College of Architecture and Environment, Sichuan University, Chengdu 610065, China;State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan University, Chengdu 610065, China;Chengdu Drainage Corporation, Limited, Chengdu 610063, China;Chengdu Drainage Corporation, Limited, Chengdu 610063, China;Chengdu Drainage Corporation, Limited, Chengdu 610063, China;Chengdu Drainage Corporation, Limited, Chengdu 610063, China
Abstract:In order to study the distribution and variation characteristics of wastewater quality in aeration tanks, wastewater quality were measured and analyzed in field. Multi-parameter water quality testing instruments YSI6600V2 was employed in the CAS process of phase 1 project, and in the aeration tanks of AOE process of phase 2 project at Sanwayao Wastewater Treatment Plant. The measured parameters include DO, NH3-N, NO3--N, pH, chloride compounds, and temperature. Wastewater quality changes within the aeration tank were given by analyzing these data, and a comparison between the CAS process and the AOE process was conducted. The results show that: (1) dissolved oxygen along the depth direction was shown to be a certain distribution characteristics, dissolved oxygen increases with the increase of the depth in CAS process. Dissolved oxygen decreases with the increase of depth in AOE process; (2) ammonia nitrogen removal rate in the O District is 97.64% in AOE, significantly higher than that of CAS process, which is 41.76%; (3) adjusting the discharge of oxygen in the longitudinal direction is an effective way of reducing energy consumption and guaranteeing water quality of effluent based on the measurement results of dissolved oxygen and theoretical demand curve of dissolved oxygen.
Keywords:conventional activated sludge  AOE  aeration tank  ammonia nitrogen  dissolved oxygen
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