我国污水处理厂技术工艺现状及未来趋势

20035163284m3/d2.1921[1][2]ABA/OA2/O-SBRBIOLAK?2.12080BOD[3][4]2.2AB2080ABABpHAB2.3A/OA2/O208090A/OA2/OA/OA/OA/O90%80%A2/O2090A2/OA2/OUCTA+A2/O[5]A2/O[6][7][8]2.4-2080--------[2][9]2.52090CarrouselCarrouselCarrousel2000Carrousel3000[10][11]OrbalCarrouselTDE2.6SBRSBR[12]80SBRSBR[13][14][15][16]SBR[17][18][19]SBRDAT-IAT[20]MSBR[21]SBRSBRCASSCASTUNITANKICEASDAT-IATMSBR2.72090BIOCARBONBIOFORBIOSTYRBIOCARBONBIOFORBIOSTYR[22]BIOSTYRBIOFOR[23][24]Biofly[25][26]BIOFORBIOSTYR2.8,,[27]2.920809019853019888090120[28][29]2.10BIOLAKBIOLAK20[30]BIOLAKBOD595%59%91%[31]BIOLAK2.11[32][33][33][34][35]2.12OOCOCOAORAOEOOCOCOAORAOELINPOR[36][2]AlternatedInternalCyclicSystemAICS[37][38][39]A/OA2/OSBR3.3.1GB18918-2002GB18918-2002MSBRA2/OUCTOCOOOCAORAOE[30][40]3.23.31978~200021782031248000[41]3.4200395.9562108/a0.02%965.562104t/a[42][43]25.68%55.70%48.65%70%[44]BIOLAK-4.A/OA2/OSBRAB-BIOLAKGB18918-2002