下水道处理生活污水技术强化模拟实验研究  

Enhancement of simulated experiment research on the treatment of domestic sewage in sewer lines

作　　者：梁延鹏[1] 李艳红[1] 朱宗强[1] 曾鸿鹄[1] 姚毅[1] 王宝亮[1] 唐玉芳[1] 

机构地区：[1]桂林理工大学,广西矿冶与环境科学实验中心,广西环境污染控制理论与技术重点实验室,广西桂林541004

出　　处：《工业水处理》2014年第3期26-28,共3页Industrial Water Treatment

基　　金：国家水体污染控制与治理科技重大专项(2008ZX07317-02-03-05);教育部科学技术研究重点项目(教技司〔2010〕114号;210170);广西高校优秀人才资助计划项目(桂教人[2010]65号)

摘　　要：在温度20℃、流速0.3 m/s、pH=7.0、挂膜密度为10 L-1条件下,改变DO及MLSS浓度开展下水道处理生物污水技术强化模拟实验。实验结果表明,提高待处理水样的DO,有利于对污染物的去除,适宜的DO为3.0 mg/L,此时系统对COD、TN、TP的去除率分别达到67%、21%、12%;在一定范围内增加MLSS可以持续提高处理系统对污水的净化能力,适宜的MLSS为2.0 g/L,此时COD、TN、TP的去除率分别达到60%、40%、15%。The enhancement of simulated experiment research on the treatment technology of domestic sewage in sewer lines have been developed, under the following conditions：temperature 20 ℃, flow rate 0.3 m/s, pH=7.0, density of membranes on suspended carrier 10 L^-1 ,and change the DO and MLSS concentrations. The results show that increasing the DO of water samples to be treated is benefical for the removal of pollutants. When the appropriate DO is 3.0 mg/L,the COD, TN and TP removing rates can reach 67%, 21%, 12%, respectively. In a certain range, in- creasing MESS can continuously improve the cleaning capacity of the treatment system for sewage. When the apppropriate MLSS is 2.0 g/L, the removing rates of C OD,TN and TP can reach 60%, 40%, 15%, respectively.

关 键 词：下水道 生活污水 废水处理 技术强化 

分 类 号：X703.1[环境科学与工程—环境工程]