焦点提醒：重庆市某污水处置厂一级A提标革新运转结果阐发 张莉1，余国富1，瞿露2，淳宇彤1(1.重庆水务团体股分无限公司，重庆400015；2.中国市政项目中南设想研究总院无限公司,湖北武汉430010)

• 首 页
• 期刊引见
• 编委会
• 投稿须知
• 文章查询
• 学术会议
• 告白合作
• 刊行定阅
• 在线留言
• English上一篇下一篇PDF下载[1]张莉,余国富,瞿露,等.重庆市某污水处置厂一级A提标革新运转结果阐发[J].中国给水排水,2020,36(18):95-98.　ZHANG Li,YU Guo-fu,QU Lu,et al.Analysis on the Operation Effect of a WWTP Upgrading Project for the Firstlevel A Standard in Chongqing[J].China Water & Wastewater,2020,36(18):95-98.点击复制

  重庆市某污水处置厂一级A提标革新运转结果阐发
  中国给水排水[ISSN:1000-4062/CN:12-1073/TU]卷:第36卷期数:2020年第18期页码:95-98栏目:出书日期:2020-09-17

  Title:

  Analysis on the Operation Effect of a WWTP Upgrading Project for the Firstlevel A Standard in Chongqing

  作者:

  张莉^{1，余国富1，瞿露2，淳宇彤1}

  (1.重庆水务团体股分无限公司，重庆400015；2.中国市政项目中南设想研究总院无限公司,湖北武汉430010)

  Au����APPthor(s):

  ZHANG Li^{1,YU Guo-fu1,QU Lu2,CHUN Yu-tong1}

  (1. Chongqing Water Group Co. Ltd., Chongqing 400015, China; 2. Central and Southern China Municipal Engineering Design & Research Institute Co. Ltd., Wuhan 430010, China)

  要害词:

  污水处置厂;提标革新;改进A-A^{2/O工艺;高效沉淀池;滤池}

  Keywords:

  wastewater treatment plant;upgrading and reconstruction;improved A-A^{2/O;highefficiency sedimentation tank;filter}

  摘要:

  重庆市某污水处置厂原采取A-A^{2/O为主体的二级处置工艺，此次提标采取改进A-A2/O+高效沉淀池+均质滤料滤池工艺，经由过程对二级生物处置单位进行扩容、增添深度处置单位等体例，有用去除TN、TP、SS，今朝出水水质不变到达一级A尺度。针对该污水处置厂终年进水水质目标（如BOD_{5、COD、SS、TN等）高在一般城市糊口污水的环境，阐发了BOD5、COD、SS、TN等污染物目标去除率较高的缘由，如提高生物池污泥浓度去除BOD5和COD等；针对提标后运转具有的斜管沉淀池季候性藻类和浮渣问题，也提出了改良建议。}}

  Abstract:

  The combined process of improved A-A^{2/O, highefficiency sedimentation tank, and homogeneous filter was adopted to replace the original secondary treatment process of A-A2/O in a wastewater treatment plant(WWTP) in Chongqing. The secondary biological treatment capability was expanded and advanced treatment units were added to effectively remove TN, TP and SS. At present, the effluent quality has reached the first-level A standard. In view of the fact that the influent BOD_{5, COD, SS, TN, and etc. of the WWTP are higher than those of ordinary urban domestic sewage, the possible reasons for higher removal rates of BOD5, COD, SS, TN are analyzed, such as increasing sludge concentration in the biological tank. Suggestions are also put forward to solve the problem of seasonal algae and scum in the inclined tube sedimentation tank after upgrading.}}

  
  
  类似文献/References:

  [1]王 亮.马来西亚Pantai地埋式污水厂环网供配电布局设想[J].中国给水排水,2018,34(22):63.WANG Liang.Power Supply and Distribution Structure Design of Ring Network for Pantai Underground Wastewater Treatment Plantin Malaysia[J].China Water & Wastewater,2018,34(18):63.[2]侯晓庆,邓 磊,高海英,等.MBR工艺在神定河污水处置厂进级革新项目中的利用[J].中国给水排水,2018,34(22):66.HOU Xiao-qing,DENG Lei,GAO Hai-ying,et al.Application of MBR Process in the Upgrading and Reconstruction Project of Shending River WastewaterTreatment Plant[J].China Water & Wastewater,2018,34(18):66.[3]邱明海.北京市垡头污水处置厂改扩建项目设想手艺方案[J].中国给水排水,2018,34(20):13.QIU Ming hai.Reconstruction and Expansion Design Technical Plan of Beijing Fatou Wastewater Treatment Plant[J].China Water & Wastewater,2018,34(18):13.[4]熊建英.MBBR+磁混凝工艺用在污水处置厂提标革新[J].中国给水排水,2018,34(20):50.XIONG Jian ying.Application of MBBR + Magnetic Coagulation Process for Upgrading of Wastewater Treatment Plant[J].China Water & Wastewater,2018,34(18):50.[5]卢如,巨志剑,杜琼.采取A/O工艺的污水处置厂提标革新项目设想[J].中国给水排水,2018,34(20):56.LU Ru,JU Zhi jian,DU Qiong.Upgrading and Reconstruction Project Design of Wastewater Treatment Plant with A/O Process[J].China Water & Wastewater,2018,34(18):56.[6]周亚梁,黄东月.南边某污水处置厂提标革新工艺运转优化[J].中国给水排水,2020,36(8):113.[7]郝二成,郭毅,刘伟岩,等.基在数学摹拟的污水厂运转阐发——建模与体检[J].中国给水排水,2020,36(15):23.HAO Er-cheng,GUO Yi,LIU Wei-yan,et al.Operation Analysis of Wastewater Treatment Plant Based on Mathematical Simulation: Modeling and Examination[J].China Water & Wastewater,2020,36(18):23.[8]张月,王阳,张雄伟,等.阳泉市污水处置二期项目BARDENPHO工艺设想和运转[J].中国给水排水,2020,36(16):64.ZHANG Yue,WANG Yang,ZHANG Hong-wei,et al.Design and Operation of BARDENPHO Process in Phase Ⅱ Project of Yangquan Wastewater Treatment Plant[J].China Water & Wastewater,2020,36(18):64.[9]祝新军,蔡芝斌,姚斌,等.绍兴污水处置厂气浮装备的优化革新[J].中国给水排水,2020,36(16):101.ZHU Xin-jun,CAI Zhi-bin,YAO Bin,et al.Optimization and Modification of Air Floatation Equipment in Shaoxing Wastewater Treatment Plant[J].China Water & Wastewater,2020,36(18):101.[10]王文明,杨淇椋,蔡依廷,等.MSBR工艺在高排放尺度污水处置厂的利用[J].中国给水排水,2020,36(16):111.WANG Wen-ming,YANG Qi-liang,CAI Yi-ting,et al.Application of MSBR Process in Wastewater Treatment Plant with Stringent Discharge Standard[J].China Water & Wastewater,2020,36(18):111.[11]马丽芳,陈菊喷鼻,孙锐.克拉玛依市某污水处置厂一级A提标革新项目实例[J].中国给水排水,2020,36(18):122.MA Li-fang,CHEN Ju-xiang,SUN Rui.A WWTP Upgrading Reconstruction Project to Meet the First Level A Discharge Standard in Karamay[J].China Water & Wastewater,2020,36(18):122.[12]孙高升,王东东,弋凡,等.淮河道域地表水类Ⅳ类尺度污水深度处置工艺研究[J].中国给水排水,2020,36(19):16.SUN Gao-sheng,WANG Dong-dong,YI Fan,et al.Advanced Wastewater Treatment Process with Effluent Quality Meeting Level Quasi Ⅳ Criteria of Surface Water in Huai River Basin[J].China Water & Wastewater,2020,36(18):16.[13]黄志心.城镇污水处置厂提标革新实践与思虑[J].中国给水排水,2020,36(22):48.HUANG Zhi-xin.Practice and Thinking of Upgrading and Reconstruction of Municipal Wastewater Treatment Plant[J].China Water & Wastewater,2020,36(18):48.[14]白玉华,张欣宇,黄政鑫,等.AAOA-MBR强化脱氮工艺用在内江市某污水厂提标革新[J].中国给水排水,2020,36(24):87.BAI Yu-hua,ZHANG Xin-yu,HUANG Zheng-xin,et al.AAOA-MBR Enhanced Denitrification Process for Upgrading and Reconstruction of a Wastewater Treatment Plant in Neijiang[J].China Water & Wastewater,2020,36(18):87.[15]吴琼,郭庆辉,张雄伟,等.A2/O-MBBR工艺用在沈水湾污水处置厂提标革新[J].中国给水排水,2020,36(24):99.WU Qiong,GUO Qing-hui,ZHANG Hong-wei,et al.Application of A2/O-MBBR Process in Upgrading and Reconstruction of Shenshuiwan Wastewater Treatment Plant[J].China Water & Wastewater,2020,36(18):99.[16]陈红继,叶昌明,戴文权,等.两级上向流生物滤池模块扮装备用在污水厂提标革新[J].中国给水排水,2021,37(12):132.CHEN Hong-ji,YE Chang-ming,DAI Wen-quan,et al.Application of Two-stage Upflow Biofilter Modular Equipment in Upgrading of a WWTP[J].China Water & Wastewater,2021,37(18):132.

  更新日期/Last Update:2020-09-17

  
  

  上一篇:乐鱼,农村生活污水治理技术应用的浙江经验及发展方向 作者:孔令为1,2，邵卫伟1，叶红玉1，梅荣武1，廖敏3，郑展望4，王晓敏1，徐志荣1(1.浙江省生态环境科学设计研究院，浙江杭州310007；2.西

  下一篇:乐鱼,城市生活污泥干化焚烧工程调试与试运行 刘勇(北京京城环保股份有限公司，北京100027)