改良型Carrousel氧化沟同步脱氮影响因素分析及优化运行  

Affecting Factors and Optimal Operation Conditions of Improved Carrousel Oxidation Ditch for Nitrogen Removal

作　　者：高剑平[1] 黄建峰 张梁[3] 蔡仕俊 GAO Jian-ping HUANG Jian-feng ZHANG Liang CAI Shi-jun(Department of Architeetual Engineering, Zhangzhou Institute of Technology, Zhangzhou, Fujian 363000, China Zhangzhou West Zone Jinfeng Sewage Treatment Co. Ltd., Zhangzhou, Fujian 363000, China School of Biotechnology, Jiangnan University, Wuxi, Jiangsu 214122, China)

机构地区：[1]漳州职业技术学院建筑工程系,福建漳州363000 [2]漳州市西区金峰污水处理有限公司,福建漳州363000 [3]江南大学生物工程学院,江苏无锡214122

出　　处：《过程工程学报》2017年第1期162-169,共8页The Chinese Journal of Process Engineering

基　　金：福建省中青年教师教育科研项目基金资助项目(编号:JA14386)

摘　　要：针对某污水厂改良型Carrousel氧化沟工艺运行中全氮去除率较低的工况,研究了溶氧浓度、C/N比、污泥龄、污泥回流比、温度等因素对其同步脱氮的影响,提出优化运行方案.结果表明,优化方案为根据相应位点溶氧浓度变化调控表曝机输出功率,降低系统能耗;改厌氧区单点进水为厌氧区、前置缺氧区双点进水,提高缺氧区C/N比.改造后,系统对COD,BOD5,NH4+-N去除效果稳定,全氮去除率从56.25%提高到68.80%.One problem of improved carrousel oxidation ditch of a sewage plant is the lower total nitrogen removal rate. Two solutions are put forward after analyzing the factors such as dissolved oxygen, C/N, sludge retention time, sludge return ratio and temperature. The results showed that power output of aerator is adjusted in accordance with the change of dissolved oxygen concentration monitoring in the corresponding site, which can also reduce energy consumption of the system. C/N of the anoxic zone is increased by adding one site of influent in anoxic zone. After reconstruction, the COD, BOD5 and NH4＋-N of effluent are stable, and the total nitrogen removal rate is significantly increased from 56.25% to 68.80%.

关 键 词：改良型Carrousel氧化沟 脱氮 优化运行 

分 类 号：X703.1[环境科学与工程—环境工程]