期刊文献+

Chemical and biological flocculation process to treat municipal sewage and analysis of biological function 被引量:6

Chemical and biological flocculation process to treat municipal sewage and analysis of biological function
在线阅读 下载PDF
导出
摘要 The pilot scale experimental apparatus and the procedure of the chemical and biological flocculation process to verify the feasibility in treating Shanghai municipal sewage were introduced in this paper. In addition, the biological function of the process was discussed. The results of optimal running showed that in the reaction tank, the concentration of mixed liquor suspended solid(MLSS) was 2 g/L, hydraulic retention time(HRT) was 35 min, dosage of liquid polyaluminium chloride(PAC) was 60 mg/L, and the concentration of polyacrylamide(PAM) was 0 5 mg/L. The effluent average concentrations of COD Cr , TP, SS and BOD 5 were 50 mg/L, 0 62 mg/L, 18 mg/L, and 17 mg/L, respectively. These were better than the designed demand. In addition, the existence of biological degradation in this system was proven by several methods. The removal efficiencies of the chemical and biological flocculation process were 20% higher than that of the chemical flocculation process above at the same coagulant dosage. The treatment process under different situations was evaluated on a pilot scale experiment, and the results provided magnificent parameters and optimal condition for future operation of the plant. The pilot scale experimental apparatus and the procedure of the chemical and biological flocculation process to verify the feasibility in treating Shanghai municipal sewage were introduced in this paper. In addition, the biological function of the process was discussed. The results of optimal running showed that in the reaction tank, the concentration of mixed liquor suspended solid(MLSS) was 2 g/L, hydraulic retention time(HRT) was 35 min, dosage of liquid polyaluminium chloride(PAC) was 60 mg/L, and the concentration of polyacrylamide(PAM) was 0 5 mg/L. The effluent average concentrations of COD Cr , TP, SS and BOD 5 were 50 mg/L, 0 62 mg/L, 18 mg/L, and 17 mg/L, respectively. These were better than the designed demand. In addition, the existence of biological degradation in this system was proven by several methods. The removal efficiencies of the chemical and biological flocculation process were 20% higher than that of the chemical flocculation process above at the same coagulant dosage. The treatment process under different situations was evaluated on a pilot scale experiment, and the results provided magnificent parameters and optimal condition for future operation of the plant.
出处 《Journal of Environmental Sciences》 SCIE EI CAS CSCD 2005年第1期163-167,共5页 环境科学学报(英文版)
基金 TheNationalHiTechR&DProgram(863)ofChina(No2002AA601320)andtheEnvironmentalEngineeringKeyProjectofShanghaiMunicipalEducationCommission
关键词 chemical and biological flocculation process municipal water biological function chemical and biological flocculation process municipal water biological function
  • 相关文献

参考文献6

  • 1Aguilar M I, Saez J, Lorens M et al., 2002. Nutrient removal sludge production in the coagulation-flocculation process [ J ]. Water Research, 36 ( 11 ):2910-2919.
  • 2Chritopher B L, 1998. Phosphorus inactivation in wastewater treatment: Biological and chemical strategies[ J ]. Water/Engineering & Management, 2: 19-21.
  • 3Dianadopoulos E, Vlachos C, 1996. Coagulation-filtration of a secondary effluent by means of pre-hydrolized coagulants[ J ]. Water Sci Technol, 33(10-11): 193 201.
  • 4Kelth E D, Amirtharajah A, Thomas F M et al., 1996. Coagulation: its effect on organic matter[J]. J AWWA, 4: 129-141.
  • 5Shao L G, 1999. Operation of urban WTP in south China [ J]. Water and Wastewater Engineering, 25(2): 11-13.
  • 6You Z L, Jiang Z P, Zhu W P, 1998. The research and development of the chanced primary treatment of municipal wastewater [ J ]. China Water and Wastewater, 14(5): 28-31.

同被引文献56

引证文献6

二级引证文献13

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