污水处理工程调试完整资料.doc

112345212345PH COD SS631 50%2 1/31/31/3 1/3 3-8 341 2abcdefg 3-5min 1-2h 50-602h351 2 3 4 61 2 71 2 3 8-10% 5%4 20 6000m 3 12t 3-7d 20-30d 10-20t 5 81 COD 1000-1500mg/L 11 21 20 3-7d COD 2 10-20d 5-10%(VFA)1000mg/L PH6.5-7.5 3-6 3 91 2 PH SSCOD3 4 101 2 ab 1/4-1/3 cd1 Le 0.5m fgDO DO 1012h3-5min DO 0.5mg/L DO 2-4mg/L111122 1 2 3 10-15 ;13 1 2 2h 24h CODPHSS,141231152312 7 : 3 44.1 4.2 ,(1500mg/L) 1/3.4.3 , 1kgCOD 0.35m 3,(3.9310-1J/m3) (3.9310 -1J/m3) 10t COD , COD 80%, 80% 2240m 3,2500m3 3.85t , 5400Kwh.4.4 4.5 , 1/61/10.4.6 NP CN:P=100:5:1, C:N:P=(350-500):5:14.7 ,4.8 ,4.9 ,:123 8-12 5 5.1 5.2 VFACO 25.3 5.4 C 2H2+CO2CH4+CO2H2S+CO2ab c d66.1 6.2 6.3 (UASB)6.4 (EGSR)6.5 (AF)6.6 6.7 (ABR)6.8 6.9 .77.1 5-20 20-42 42-75(15-20)30-3550-55 1 11%1-37.2 PH PH PH 4-7 PH6.5-8.0,6.8-7.2,PH6.37.8,7.3 -100+100mv-150-400mv,7.4 C:N:P=(350-500):5:17.5 7.5.1 :7.5.2 :(VFA) 7.5.3 ,7.6 7.6.1 :HRT7.6.2 7.6.3 8:8.1 :, 10-15%.,. 10KgVSS/m 3 60%8.2 1 0.5-1.0kgCOD/m 3d 0.05-0.1kgCOD/kgVSSd COD5000mg/L COD 1000mg/L 1000mg/L 34 2030min 1 35min 5-10min 1 2 2-5kgCOD/m 3d 40d 50%3 50% 100% VFA 500mg/L VFA 500-1000mg/L 1000mg/L 30-40d 8.3 1 2 COD 1000-5000mg/L 5000mg/L3d 80%3 200mg/L 100mg/L 4 0.2-0.5kgCOD/m COD 24h 2-3d VFA VFA 3mmoL/L 5 2.0kgCOD/m 3d 20% VFA 3mmoL/L 9 11231232123123 31234 C a2+1234 C a2+41231. 2. 3512341234 123411 100512 0.3mg/l500m 2mg/l 0.1mg/