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Treatmentofhighconcentrationorganicwastewater1,2,1,1(11,071003;21,210031):,,,:;;Abstract:Theprocessesandprinciplesofvariousphysico2chemicalandbiologicaltreatmentmethodsforhighconcentra2tionwastewaterareintroduced.Theirapplicableconditions,advantageanddisadvantage,effectivenessandapplicationforegroundareanalyzedanddiscussed.CombinedwithdischargesituationofhighconcentrationorganicwastewaterinChina,anaerobicwayasstudyemphasisissuggested.Keywords:organicwastewater;highconcentration;treatment:X703.1:B:1009-4032(2003)03-0046-03COD2000mg/L,,:(1);(2),;(3)1[1]1.1,,1/81/5,,,1/10,BOD5/COD[2]1,(pH),,,404530min,,,1-pH;2-;3-;4-;5-;6-;7-;8-;9-;10-1,COD91.9%,22%,,,,1.2,Fenton,,COD100%90%[3],,,6420039193©1994-2009ChinaAcademicJournalElectronicPublishingHouse.Allrightsreserved.[4]1.3,[5],,,,,,:;,;2,2.1,,,,,;,2.1.1(DSP)22DSP2070,,,,DSP5%15%60%90%[6],,,,,,,2.1.2(ABFB)ABFB20703300m2/m3,1040g/L,1,,,,,ABFB,2.2,CH4CO22070,,[7]2.2.1(AF)AF2,,SRT,1AF2.2.2(UASB)UASBAF,1,SRT,2,UASB[9],UASB,,,,742003:3©1994-2009ChinaAcademicJournalElectronicPublishingHouse.Allrightsreserved.[8]COD/mgL-1COD/%COD/kgm-3d-1/m3m-3d-1//m3d-145000755.42.5551500010000807.72.430170070006011.61.7362059000874.13.22810200007811.25.132252UASBCOD/mgL-1COD/%COD/kgm-3d-1/m3m-3d-1//m312000885.52.3304.625000906.72.53220170009210.28.13512.515000909.54.54014018000606.01.836254000807.01.6306.3,:,,;;,;;3,COD,,,,BOD5/COD[10],,4,CODCr1000mg/L,,CODCr4000mg/L,,,,:(1),,;(2),,[1],1[J]1,1997,17(2):90-951[2]KellyElizado.Fightingpollutionwithhydrogenperoxide[J].PollutionEngineering,1991(9):107-109.[3]1Fenton[J].,1987,6(5):80-831[4]1Fenton[J].,1994,13(6):26-291[5],1[J].,1994,13(9):31-321[6],1[J].,1999,26(2):33-341[7]1[J]1,1998,(3):153-1591[8],1[J]1,1995,(4):30-311[9]YangG,AndersonK.EffectsofwastewatercompositiononstabilityofUASB.JournalofEnvironmentalEngineering119(5):958-977.[10],1[J].,1994,2(3):50-57.:2003204221;:2003207216:(1955-),,,/,,8420039193©1994-2009ChinaAcademicJournalElectronicPublishingHouse.Allrightsreserved.