厌氧生物处理技术应用研究与展望

28[1]1.1[2]1.2250kgCOD/m3d`24kgCOD/m3d[2]1.31`2(1.214122;2.`215011)WuPeng1ShenYaoliang2(1.SchoolofEnvironmentalandCivilEngineering,JiangnanUniversity,Wuxi214122;2.KeyLaboratoryofEnvironmentalScienceandEngineeringofJiangsuProvince,SuzhouUniversityofScienceandTechnology,Suzhou215011)AbstractTheresearchprogressonapplicationofanaerobicprocessesforindustrialwastewatertreatmentwasreviewed,andacomparisonbetweenanaerobictreatmenttechnologiesandaerobiconeswasconducted.Thecharacteristicsoftheanaerobictreatmenttechnologiesweresummarizedbyillustratingcurrentstatusandfuturetendencyoftheirapplication,andintroducingseveralmajorprocessesincludinganaerobicfluidisedbedreactor(AFBR),upflowanaerobicsludgeblanketreactor(UASB),upflowanaerobicfilter,anaerobicbaffledreactor(ABR),expandedgranularsludgebedreactor(EGSB),hybridanaerobicreactors,andetc.Keywords:AnaerobicreactorWastewaterApplicationprospectSS09141985`2008`291.4[3]1.5[4][56]1.6`0.52kWh/`kgO2`1.27107J/kgCOD[7][1.05107J``1kWh]1.7[8]EGSB[9]`2.1AFBRAFBR`BOD`[10]`83`44[11]`2.2UASB`UASB``UASB`[12][1314]Lettinga``UASB`[1516][17][1821][2223][24][2526][2729]`Syutsubo`[30]`UASB``55UASB`SVI`13`mL/gVSS`COD``45kgCOD/m3dCOD``90`3.7gCOD/[gVSSd]`23``65`50`110``25``3.6`UASB`UASB`[31]`[32]``pH``99.5`48`99`1.02``0.39L/Ld2.3UAF50UAF`UAF`UAF``UAF``UAF``1``2`Tilche`[33]30`COD``96`92`922.4ABRFeng`[34]``CABR``1028ABR`[35]COD``4772TLC/[36]`ABR``COD``40000`mg/L`5000`mg/L``COD``>50`>9520`mg/L/`pH`ABR`SFABR[37]SFABR`2.5EGSBEGSB`8[38]`VFACOD``97`90220[39]COD``9035`EGSB`[32]`COD``67TSS`90`85`3``1``EGSB``UASB`EGSB``UASB`[40]`EGSB``5`g/L`10`g/L`EGSB``99[41]`COD``EGSB``EGSB``UASB`[42]``UASB`[30kgCOD/m3d]2.6[43]`UAHBWAP[44]UAHB`WAP``1`[45]`3000mg/L``200`mg/L`200`mg/L[46]PCPCOD``97`86`9364`74`21``PCP`99`105106`/`mL`PCP`PCP``1.07`mgPCP/[gVSd]Young`PTA[47]COD``90`100`90`30`COD``80`85`35`67[48]`COD``7031[49]BOD5``COD``85`65`15.6`COD``VFA2`pH``7.47.8`17`2``3`55[50]`COD``70`UASB``10`kgCOD/m3d`3``9kgCOD/m3d`1.4kgCOD/m3d[51]`UASB``EGSB``UASB`EGSB``UASB``2``EGSB``UASB[52]