城市污水处理论文曝气生物滤池工艺设计中的若干建议

-:(Sedipac3D)+(BIOFOR)(+),,:;;;11.1(Sedipac3D)+(BIOFOR)(+)GBl89182002B1:1.2(1)Sedipac3D,,,FeCl3(2)BIOFOR,,,,BIOFOR,BIOFOR,COD(3)BIOFOR,,,,,22.12007BIOFOR1,,BIOFOR8.00h,BIOFOR11.34h,BIOFOR9.67h,23h,BIOFOR,,,BIOFOR1BIOFORABCDEFG(h)8.128.138.566.898.718.217.41ABCDEFG(h)11.8711.7311.5010.5311.0711.8210.852.2BIOFORSSpH,20072,,SS27.57mg/L,41.00mg/L,SS:50mg/L;pH:6.997.16,pH(7.07.5);DO3.94mg/L,2BIOFORSS(mg/L)26.0041.0034.0021.0015.0017.0039.00DO(mg/L)7.443.944.014.614.794.804.83pH7.047.047.037.046.997.117.16,,,,,,,,;,,,,,2.3,2,,,,,,,;,,4,:(1),(2),BIOFORCN,BIOFOR,(3)BIOFOR,,50%,[1],.[M].:,2005.[2],.[M].:,2005.[3]..2004.