湖北省某啤酒厂工业废水处理站设计开题报告

072)autocadpH4.56.56,CODcrBOD5SS100015005001000220440mg.L-13BOD5/CODcr0.40.66122.1BOD,COD92%96%,NPFeNPNPSBRSBRSBRSBR1920h,1011hCODcr96%7SBR8,9SVI1.0~6.0150~300m2.2F/M6CODcrBOD580%90%10P=0.250.30MPaBOD62.3CODcr2000mg.L-1,BOD51000mg.L-150%90%11UASBUASBUASB--1990930UASB60600m3124,66,12UASBUASBCODcr80%86%12,UASB0305m3.kg-1(COD)13UASBCODcr2000mg.L-185%90%12CODcr5000mg.L-1UASBCODcr91.93%12UASB4,12UASB1000mg.L-1UASBCODcr500mg.L-17500m3/dCODcr=2300mg/LBOD5=1600mg/LSS=850mg/LGB89781996CODcr100mg/LBOD530mg/LSS70mg/L-050m1SBRSBRSBRICEASCASSIDEASBRSBR1SBR2.UASB+UASBUASBCOD60%~80%CODSS22UASB+3.1975UASB1BOD/COD=069032BODCODSS320t/d10-20t/dSBRABA2/OA/OSBRSBRUASB+SS33+1234123:11990(2):111521997(7):5731995(11):8104UASB1993,11(4):155,199117517776199216016671989,5(3):18208SBR1996,14(6):819SBR1997(8):2122101993,3(3):810111993,19(3):6164121990,11(6):2225131992(12):911