摘要
研究间歇曝气/曝气生物滤池脱氮除磷效果,确定其最佳曝气量,为该种形式的曝气生物滤池高效运行提供依据。试验采用序批式曝气生物滤池和传统曝气生物滤池串联运行的方式,序批式曝气生物滤池(一级滤柱)在曝气量分别0.85L/(s·m2),1.27L/(s·m2),1.70L/(s·m2),2.12L/(s·m2)下运行,传统曝气生物滤池(二级滤柱)在曝气量分别为0.43L/(s·m2),0.85L/(s·m2),1.27L/(s·m2)下运行。试验结果表明:一级滤柱曝气量在1.70L/(s·m2)~2.12L/(s·m2)之间运行时,除磷效果好,出水TP含量在2.5mg/L以下,二级滤柱曝气量为0.85L/(s·m2)时,脱氮效果好,出水TN浓度为7.39mg/L,TN去除率达65.28%。采用间歇曝气/曝气生物滤池工艺能同时达到脱氮除磷的效果。
Research on the efficiency of denitrifition and dephosphorization of the aerated/intermittent aerated two-stage biological filter.Ascertain the best aeration quantity,supply gist for the high effective function of biological aerated filter. The test adopts the intermittent and traditional biological aerated filter series working.Intermittent biological aerated filter(first strain post) function under the aeration quality of 0.85L/(s·m2) ,1.27L/(s·m2) ,1.70L/(s·m2) ,2.12L/(s·m2) ,traditional biological aerated filter(second grade strain) function under the aeration quality of 0.43L/(s·m2) ,0.85 L/(s·m2) ,1.27L/(s· m2) .The test result proclaim:The first strain post function under the first strain post between 1.70L/(s·m2) and 2.12L/(s· m2) ,the fruit of dephosphorization is perfect.TP content of water outlet is under 2.5mg/l.The aeration quantity of the second grade strain is 0.85L/(s·m2) ,the effect of denitrification is ideal,the strength of water outlet is 7.39mg/L the removal rate of TN reaches 65.28% .The craft of aeration/intermittent biological aerated filter could denitrify and dephosphorize simultaneously.
出处
《环境科学与技术》
CAS
CSCD
北大核心
2010年第S1期104-106,共3页
Environmental Science & Technology
基金
国家863高技术研究发展计划重大项目子课题资助(2003AA601010)
沈阳建筑大学市政与环境省级重点实验室开放基金项目资助(HJ-200603)
关键词
生物滤池
脱氮除磷
曝气量
去除率
biological filter
denitrify and dephosphorization
aeration quantity
removal rate