期刊文献+

化学强化一级处理工艺处理上海合流污水溢流水的中试研究 被引量:6

Pilot Scale Experiment on Chemically Enhanced Primary Treatment(CEPT) for Combined Sewer Overflows(CSOs) in Shanghai
下载PDF
导出
摘要 针对上海合流污水溢流水污染的问题,探讨化学强化一级处理工艺处理溢流污水的可行性,中试装置总体积18.45 m^3。试验针对三种污水进行了研究,包括旱天污水、中小强度降雨的合流污水、暴雨合流污水。研究结果表明采用化学强化一级处理工艺可以有效地处理雨天合流污水溢流(combined sewer overflows,CSOs)。对COD和TP的去除率在50%~80%,对SS的去除率高达70%~90%。中试装置的启动时间在15 min左右,可以满足处理雨天溢流的要求。 Feasibility of chemically enhanced primary treatment (CEPT) for combined sewer overflows (CSOs) in Shanghai was investigated by a pilot-scale experimetal setup with 18.45 m^3 working volume. Three types of sample such as raw wastewater on dry days, combined sewage under medium rainfall and combined sewage under heavy rainfall were tested. The results show CEPT is effective in treating overflows on rainy days. Removal effiencies of COD and TP were 50 %-80 %. Removal effiency of SS is the highest, whose range was 70 %-90 %. Start-time of the pilot-scale experimetal setup was 15 min or so, which suffices treating overflows on rainy days.
出处 《净水技术》 CAS 2010年第3期18-21,共4页 Water Purification Technology
关键词 化学强化一级处理 合流污水溢流 混凝沉淀 高效沉淀池 chemically primary enhanced process combined sewer overflows (CSOs) coagulating sedimentation high-rate clarifier
  • 相关文献

参考文献7

  • 1车伍,刘燕,李俊奇.国内外城市雨水水质及污染控制[J].给水排水,2003,29(10):38-42. 被引量:197
  • 2车武,李俊奇.21世纪中国城镇雨水利用与雨水污染控制[J].机械给排水,2004(1):26-28. 被引量:4
  • 3麦穗海,黄翔峰,汪正亮,徐青萍,吴志超.合流制排水系统污水溢流污染控制技术进展[J].四川环境,2004,23(3):18-21. 被引量:22
  • 4W.De Cock,P.Blom,G.Vaes,et al.The feasibility of flocculation in a storage sedimentation basin[J].Water Scienee & Technology,1999,39(2):75-83.
  • 5Averill D.,Mack-Mumford D.,Marsalek J.,et at.Field facility for research & demonstration of CSO treatment technologies[J].Water Science & Technology,1997,36(8-9):391-396.
  • 6Gutshall M.Microsand enhanced clarification for wastewater treatment:results from pilot studies in primary tertiary and CSO applications[C].WEFTEC'98,Orlando,Florida,1998.
  • 7Stovin,V.R.;Saul,AJ.Computational fluid dynamics(CFD)particle tracking approach to efficiency prediction[J].Water Science & Technology,1998,37(1):285-293.

二级参考文献33

  • 1温灼如 苏逸深 刘小靖 等.苏州水网城市暴雨径流污染的研究.环境科学,1986,7(6):2-6.
  • 2夏青.城市径流污染系统分析.环境科学学报,1982,2(4):271-278.
  • 3Dikshit A K, Loucks D P. Estimation Nonpoint Pollutant Loadings. In: A Geographical-Information-Based Nonpoint Source Simulation Model. J Environ Sys , 1996,24(4) : 395~408.
  • 4U S EPA. National water quality inventory. Report to Congress Executive Summary. Washignton D C: USEPA, 1995:497.
  • 5Marshall Taylor, Jaime Henkels. STORMWATER-Best Management Practices: Preparing for the Next Decade. STORMWATER,2001,2(7) :1~11.
  • 6Richard, Marie. Integrated Stormwater Management. 1993.
  • 7Thomas N Deho. Municipal Storm Water Management. 1995.
  • 8Davek K Makepeace, Daniel W Smith, Stephen J Stanley. Environmental Engineering and Science, Department of Civil Engineering University of Alberta, Edmonton, Alberta T6G 2G7.
  • 9EPA. Results of the Nationwide Urban Runoff Program, Final Report, U S Environmental Agency, NTIS Accession NO. PB84185552, December, 1983.
  • 10M C Gromaire-Mertz, S Garnaud, A Gonzalez, G Chebbo. Characterisation of Urban Runoff pollution in Paris. Wat Sci Tech, 1999,39(2):1~8.

共引文献217

同被引文献70

引证文献6

二级引证文献65

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部