UASBMBRDTRO工艺在垃圾渗滤液处理中的应用

Vol135No110200949UASBMBRDTRO12341(1,610081;2,510060;3,510130;4,510010)800m3/d,UASBMBRDTRO,,,,UASBMBRDTRO,UASBMBRDTRO119922,20043,3618(1667m2)1992300m3/d,2001500m3/d,,,(1000t/d),(2000t/d)(1000t/d),,800m3/d,3116,8300UASBMBRDTRO;;,2,,(GB/T189202002)11CODCr/mg/LBOD5/mg/LNH3-N/mg/LSS/mg/LpH380005020000102000101000557691,,,..,2008,34(10):42542,..,2004,20(4):20233,,..,2005,31(2):22244..2.:,2004&:310020478:[phone]E2mail:[e-mail]:20090506:2009072950Vol135No11020091311,,UASBpHUASB,,,,UASBpH,,,,,;(RO)RO,pHRO;RO;,4411;,21200m3,BL=4015m1315mBL=16m11m;12000m3,15d412UASBUASBUASB,,UASB,UASB2830,41211UASBUASBUASBUASBUASBUASB,420m3,,BL=8m8m;1,Á600mm019m,s=3mm,N=0137kW,UASB2,3820m3,28,10kgCODCr/(m3d),,BL=1713m1814m,2UASB,BL=116m1814m34GWE,BL=4m1mUASB1331kg/d,BL=1814mVol135No110200951414m,2,11,Q=20m3/h,H=20m,P=3kW;2,11,Q=5m3/h,H=20m,P=115kW41212UASBUASB,;UASB,413MBRMBR413111,,,0118kgNO-3-N/(kgMLSSd),Á1016m,1,705r/min,5kW2,,Á1414m,1,,,,2,Q=500m3/h,H=15m,N=37kW;:800m3/d,15g/L,17135d,011kgMLSS/kgCODCr,25,8m3,,,,,,BL=11m6m,Q=3000Nm3/h,H=8m,N=110kW413120102m,2,2,11,Q=380m3/h,H=15m,N=30kW;71L/m2,46918m24,4,1,Q=270m3/h,H=36m,N=45kW;,UF1,Q=36m3/h,H=15m,N=4kWDN300HDPE;DN65HDPE,1,Q=100m3/h,H=20m,N=715kW41313MBR2,,1:Q=430m3/h,H=15m,N=37kW;1:270m2;1,Q=430m3/h,H=15m,N=37kW,N=11kWGB/T189202002,BL=4m9m,2:Q=2515m3/h,H=11m,P=212kW414152Vol135No1102009,4,,212tDS/d,1331kg/d,85712kg/d,1814m414m6185m5m5m415m;,1,16m3/h,1125m,N=0177kW;2,11,Q=18m3/h,H=25m,N=515kW;2,11,UASB,Q=5m3/h,H=20m,N=111kW9815%,95%,80%4kg/tDS,,1,2,11,Q=013115m3/h,H=30m,N=0175kW,2,11,Q=719m3/h,H=45m,N=4kW2,11,017bar(1bar=011MPa),N=012kW415,,UASB:6,UASB6,8,UASB8,6,8,1,2,Q=4000m3/h,Q=2000m3/h,P=12barQ=413m3/h,H=40m5(1),,,,,,(2)UASB,,,,(3)UASB,(4),,,,,(5)UASBGWE,,,,,,,,(6)MBR,,,15g/L,,,&:61008111:13398186925E2mail:mine1001@1631com:20090310