某中后期垃圾渗沥液处理系统升级改造工程实例

刘双,夏传,蒋晓云,李志

An engineering case of upgrading and transformation of leachate treatment system in middle and late stage

Shuang LIU,Chuan XIA,Xiaoyun JIANG,Zhi LI

表1 设计进、出水水质

Table 1 Designed water quality of the influent and effluent

指标 pH BOD5 COD SS NH3-N TN 电导率 进水 6~9 ≤1 900 ≤5 000 ≤1 000 ≤2 200 ≤2 500 ≤32 500 出水 6~9 ≤30 ≤100 ≤30 ≤25 ≤40 —