城镇污水处理厂设计开题报告

111.16.48m5.28m2.72m1.21300L/(d)1.5m3/d2.4m3/d0.150.200.800.902CODCr60g/(d)BOD530g/(d)CODCr300mg/LBOD5170mg/L30md/L1.3110.09km220156.0202510.03.0m3/d6.0m3/d23GB18918-20022CODCr100mg/LBOD530mg/LSS30mg/LNH3-N10mg/L2,,,,,,,33.185%3721/103.2123453.3/1.BarthBOD5CODpH3-AOBODA-OBOD-A2/OAOAanaerobic3~6h2700~3000mg/l76%1mg/l4%SVI100Phostrip1mg/l2.1~7.1%21~31.8mgCa(OH)2/m3SVI1004BardenphoA2/OA2/Oh0.5~1.00.5~1.03.5~6.0(%)50~100(%)100~300(mg/l)3000~5000F/M(kgBOD5/kgMLSS.d)0.15~0.7DO(mg/l)2BOD5/P5~15(10)UCTUCTUnivercityofCapeTownUCT11Phoredox51253.13.26156257-9200035104511-2061-5561-6666767-828699610106112001161267[1].[M].2002.[2].[M].2001.[3].[M]..2007.[4].-..1996.[5].,5,[M].:.2001.5.[6].[M].:.1990.[7].-[M].:.2000.[8].[M].:,2008.[9]GB1891820027