高浓度有机废水主要处理技术汇总

(1);(2);(3)(1)COD2000mg/lmg/lBODBODCOD0.3()(3)(4)2.(3)1()110m/s2()Fenton()FentonFentonFe2Fe2+H2O2Fenton5h90%UV+Fenton1hCOD83.2%(Floc)191490(CAS)(SFAS)(CSA)s)(CMAS)(HPOAS)(1)C(J25.1~89)2STRHTRSTR(3)mlss(1)(MABR)(2)E(EMBR)(3)(BSMBR)MBR)(1)ETP1988()()BBB(ubblepoin)TMEM(2)MBRpH(3)(KarlImhoff)(Imhoff)19101950(AF)(UASB)(AFB)(AAFEB)UASBAFSRTUASBAFSRTUASB60%()~50kg/m3.d(5kg/m3.d~10kg/m3.d)HRT10h~12h0.155mmUASBUASB()(EGSB)(IC)(ABR)A-BA-B.2070BoekeABAB(BOD52.0kgBOD5/kgMLSS)D)A30-60A()(20)AAB(BOD50.1-0.3kgBOD5/kgmlss)d)2-4=hb=A-B(1)a-bbod595<lunk;GT;codcr90<lunk;GT;(2)A/BApHAB(3)AA-B(4)A-B(5)BBNH_3-N(6)A10%~15%SBRSBRSBR1995SBRSBRSBR;(DSP)2070DSP5%-15%60%-90%ABFB20703300m~2/m~310~40g/LABFB(1)(2)(3)(4)