迈博,倒置A2/O+A/O工艺用于某城市污水厂二期扩建工程 作者:刘加强1, 张建昆1, 李 莹1, 韦帮森2(1.徐州工程学院 环境工程学院, 江苏 徐州 221111; 2.徐州市市政设计院有限公司
发表时间：2024-09-14 | 作者：开云
焦点提醒： 颠倒A2/O+A/O工艺用在某城市污水厂二期扩建项目 作者:刘增强1, 张建昆1, 李 莹1, 韦帮森2(1.徐州项目学院 情况项目学院, 江苏 徐州 221111; 2.徐州市市政设想院无限公司,江苏 徐州 221002)
PDF下载[1]刘增强,张建昆,李 莹,等.颠倒A2/O+A/O工艺用在某城市污水厂二期扩建项目[J].中国给水排水,2018,34(22):55-58. LIU Jia-qiang,ZHANG Jian-kun,LI Ying,et al.Application of Reversed A2/O+A/O Process in the Second-phase Extension Project of a Municipal WastewaterTreatment Plant[J].China Water & Wastewater,2018,34(22):55-58.点击复制颠倒A2/O+A/O工艺用在某城市污水厂二期扩建项目中国给水排水[ISSN:1000-4062/CN:12-1073/TU]卷:第34卷期数:2018年22期页码:55-58栏目:设 计 经 验出书日期:2018-11-17- Title:
- Application of Reversed A2/O+A/O Process in the Second-phase Extension Project of a Municipal WastewaterTreatment Plant
- 文章编号:
- 1000-4602(2018)22-0055-04
- 要害词:
- 颠倒A2/O;A/O;脱氮除磷
- Keywords:
- reversed A2/O;A/O;nitrogen and phosphorous removal
- 分类号:
- TU992.3
- 文献标记码:
- C
- 摘要:
- 某城市污水处置厂一期设想范围为2×104m3/d,采取保守A2/O工艺,出水水质很难到达《城镇污水处置厂污染物排放尺度》(GB 18918—2002)一级A尺度。二期扩建项目设想范围为3×104m3/d,在总结一期项目运转经验根本上,提出颠倒A2/O+A/O工艺,并辅以化学除磷和接触过滤等深度净化处置工艺,确保出水不变达标排放。二期扩建项目投入运营后,出水COD、SS、氨氮、TP平均浓度别离为34.5、7.8、3.8、0.34 mg/L,不变到达一级A排放尺度。
- Abstract:
- The first-phase design capacity of a wastewater treatment plant was 2×104m3/d. With the traditional A2/O process, the effluent quality was very difficult to meet the first class A criteria specified in theDischarge Standard of Pollutants for Municipal Wastewater Treatment Plant(GB 18918-2002). The design capacity of second-phase extension project was 3×104m3/d, on the basis of operation experience of the first-phase project, the combination process of reversed A2/O+AO followed by the advanced treatment process of chemical phosphorous removal and contact filtration were adopted in ensure the stable effluent quality. After second-phase extension project was put into operation, the effluent concentrations of COD, SS, ammonia nitrogen, TP were 34.5 mg/L, 7.8 mg/L, 3.8 mg/L, 0.34 mg/L, respectively, and all effluent indexes could meet the first level A criteria.
参考文献/References:
[1] 王晓莲,彭永臻. A2/O法污水生物脱氮除磷处置手艺与利用[M]. 北京:科学出书社,2009. Wang Xiaolian,Peng Yongzhen. Treatment Technology and Applicat����appion of Biological Nitrogen and Phosphorus Removal in Sewage by A2/O Process[M]. Beijing:Science Press,2009(in Chinese).[2] 张波,高廷耀. 颠倒A2/O工艺的道理与特点研究[J]. 中国给水排水,2000,16(7):11-15. Zhang Bo,Gao Tingyao. Principle and characteristics of reversed A2/O process[J]. China Water & Wastewater,2000,16(7):11-15(in Chinese).[3] 傅钢,董滨,周增炎,等. 颠倒AAO工艺的设想特点与运转参数[J]. 中国给水排水,2004,20(9):53-55. Fu Gang,Dong Bin,Zhou Zengyan,et al. Design characteristics and operating parameters of inverted AAO process[J]. China Water & Wastewater,2004,20(9):53-55(in Chinese).[4] 高廷耀,周增炎. 简略单纯革新城市污水厂的脱氮除磷新工艺[J]. 同济年夜学学报:天然科学版,2000,28(3):324-327. Gao Tingyao,Zhou Zengyan. New processes for simply retrofitting municipal sewage treatment plants to achieve nitrogen and phosphorus removal[J]. Journal of Tongji University:Natural Science,2000,28(3):324-327(in Chinese).
备注/Memo
基金项目: 徐州项目学院校研课题(XKY2016230); 住房和城乡扶植部项目(00730091、2010-k7-4)作者简介:刘增强(1986- ), 男, 山东五莲人, 硕士, 项目师, 首要处置给水排水方面的讲授与设想工作, 曾获2016年省会乡扶植系统优异勘测设想三等奖。 E-mail:liujiaqiangsdjz@126.com收稿日期:2018-06-25
更新日期/Last Update:2018-12-10
焦点提醒： 颠倒A2/O+A/O工艺用在某城市污水厂二期扩建项目 作者:刘增强1, 张建昆1, 李 莹1, 韦帮森2(1.徐州项目学院 情况项目学院, 江苏 徐州 221111; 2.徐州市市政设想院无限公司,江苏 徐州 221002)
颠倒A2/O+A/O工艺用在某城市污水厂二期扩建项目中国给水排水[ISSN:1000-4062/CN:12-1073/TU]卷:第34卷期数:2018年22期页码:55-58栏目:设 计 经 验出书日期:2018-11-17- Title:
- Application of Reversed A2/O+A/O Process in the Second-phase Extension Project of a Municipal WastewaterTreatment Plant
- 文章编号:
- 1000-4602(2018)22-0055-04
- 要害词:
- 颠倒A2/O;A/O;脱氮除磷
- Keywords:
- reversed A2/O;A/O;nitrogen and phosphorous removal
- 分类号:
- TU992.3
- 文献标记码:
- C
- 摘要:
- 某城市污水处置厂一期设想范围为2×104m3/d,采取保守A2/O工艺,出水水质很难到达《城镇污水处置厂污染物排放尺度》(GB 18918—2002)一级A尺度。二期扩建项目设想范围为3×104m3/d,在总结一期项目运转经验根本上,提出颠倒A2/O+A/O工艺,并辅以化学除磷和接触过滤等深度净化处置工艺,确保出水不变达标排放。二期扩建项目投入运营后,出水COD、SS、氨氮、TP平均浓度别离为34.5、7.8、3.8、0.34 mg/L,不变到达一级A排放尺度。
- Abstract:
- The first-phase design capacity of a wastewater treatment plant was 2×104m3/d. With the traditional A2/O process, the effluent quality was very difficult to meet the first class A criteria specified in theDischarge Standard of Pollutants for Municipal Wastewater Treatment Plant(GB 18918-2002). The design capacity of second-phase extension project was 3×104m3/d, on the basis of operation experience of the first-phase project, the combination process of reversed A2/O+AO followed by the advanced treatment process of chemical phosphorous removal and contact filtration were adopted in ensure the stable effluent quality. After second-phase extension project was put into operation, the effluent concentrations of COD, SS, ammonia nitrogen, TP were 34.5 mg/L, 7.8 mg/L, 3.8 mg/L, 0.34 mg/L, respectively, and all effluent indexes could meet the first level A criteria.
参考文献/References:
[1] 王晓莲,彭永臻. A2/O法污水生物脱氮除磷处置手艺与利用[M]. 北京:科学出书社,2009. Wang Xiaolian,Peng Yongzhen. Treatment Technology and Applicat����appion of Biological Nitrogen and Phosphorus Removal in Sewage by A2/O Process[M]. Beijing:Science Press,2009(in Chinese).[2] 张波,高廷耀. 颠倒A2/O工艺的道理与特点研究[J]. 中国给水排水,2000,16(7):11-15. Zhang Bo,Gao Tingyao. Principle and characteristics of reversed A2/O process[J]. China Water & Wastewater,2000,16(7):11-15(in Chinese).[3] 傅钢,董滨,周增炎,等. 颠倒AAO工艺的设想特点与运转参数[J]. 中国给水排水,2004,20(9):53-55. Fu Gang,Dong Bin,Zhou Zengyan,et al. Design characteristics and operating parameters of inverted AAO process[J]. China Water & Wastewater,2004,20(9):53-55(in Chinese).[4] 高廷耀,周增炎. 简略单纯革新城市污水厂的脱氮除磷新工艺[J]. 同济年夜学学报:天然科学版,2000,28(3):324-327. Gao Tingyao,Zhou Zengyan. New processes for simply retrofitting municipal sewage treatment plants to achieve nitrogen and phosphorus removal[J]. Journal of Tongji University:Natural Science,2000,28(3):324-327(in Chinese).
备注/Memo
基金项目: 徐州项目学院校研课题(XKY2016230); 住房和城乡扶植部项目(00730091、2010-k7-4)作者简介:刘增强(1986- ), 男, 山东五莲人, 硕士, 项目师, 首要处置给水排水方面的讲授与设想工作, 曾获2016年省会乡扶植系统优异勘测设想三等奖。 E-mail:liujiaqiangsdjz@126.com收稿日期:2018-06-25
更新日期/Last Update:2018-12-10