APMP废水处理改造工程试验研究王太平1

2009229APMP450001IC//UBAFAPMPUBAFAPMPCOD12000mg/L19000mg/LCOD100mg/L11.111.2-IC--1COD210mg/L,1501CODPAC60COD3000~4000mg/L()(H2O2)H2SCO2H2SH2SH2O2ICICCOD3000~4000mg/LMLSS8000~9000mg/LDO4mg/L352009-05-112009230SV3090~98%PACPAM22.1IC2501200mm25L200mm×300mm×300mm400mm×250mm×425mm42.5LUBAF210mm×210mm×225mm25LUBAF3UBAF-UB/CCODCOD2.23UBAF2.24000mg/L2.3ICICBAF73PACPAM50ppmPAC250ppmPAM5ppmCOD43%SS75%IC//BAF122IC30kgCOD/m311(1)COD4564COD3000~4000mg/LCOD800~1200mg/LCOD70%COD3500mg/LIC20~30kg/(m3d),pH735~386h5COD800~1200mg/L24COD75%COD200~400mg/LUBAFCOD2009231UBAFCOD650mg/L4CODSSIC//BAFUBAF1[J](28)(2)33(4)34NoDcotC10450NopcotC10450pH(2)10.047.5%()1~5%4ICCOD5COD6BAFCOD