抚顺三宝屯污水处理厂DATIAT工艺设计

DAT!IAT55m3d25m3dDAT!IATDAT!IAT111.150m3d110m3d55m3d25m3d14.5hm22.591.211mgLmgL%BOD1902586.8COD45010077.8SS2042587.7NH3-N3015501.312600mm2000mm110m3d55m3d25m3d3!12003DAT!IATSBR2Y3SBR31hSBR2DAT!IAT9DAT!IAT3183.7m40.7m5.116.0m0.5m1DAT1IATDATIATVol.28No.220029IAT2.1DAT!IAT51SBRDAT!IATSBR2DATDATIATIAT3IATIATDAT!IATDATIAT4IATIAT5IAT2.22.78m3d3.61m3d0.085kgBODkgMLSSd4.3gL99.4%IATDAT200%SBR16.59h20d31tDAT!2hIAT1h1h1h2.31IAT22!=8.5m3472m31736m3h28.5LSm0.9m0.51.5m2DAT192mm28802.2m3hIATGVA1326300mm6.9m3h3DATIATDATMLSS4.3gLIATMLSS5gLDAT3.3gL200%IAT2385LS2.0mDAT416gL72m31h175m3h10m!3.12600mm2200mm100mm3.2110m3d10915062m3h12.0m215kW62m7525mm2555m3d10Vol.28No.220023.3225.8m1750LS21100m3h1.5th1.75m30%!40%22.4m1.4m10mm3.40!20mA7.0mgL21175kgh11000kgPLC250m3h40m3.530min2140m20m4m63.643124000m3h0.07MPa630kW186m3h50m3h60m211441m70%5m80%8m96%3.7222m4.3m0.3m0.15113.81255m3h10m3.97.5m2.5m3.5m118.74m12m110kghVol.28No.22002ll0.5%3210.5!1.5m3h20m32132130m3hPLC!2m2220025025530638039044428#5.1363kV110kV263kV63kV6300kW10kV212630kW10kV21600kW10230kW5.26300kW174%210kV10kV4200kW0.4kV2400kW2180kW0.95$6.1MCCPLC5PLC1PLC2PLC3SBRPLC4PLC5466.21PLC2345DATIAT12Vol.28No.220026PLCPLC4!20mA7PLC0!20mA8PLC!7.1DATIATDATIATSBR7.27.31239SBRDATIAT3DATIAT327.47.512347.6!3000512390222783028402001625Vol.28No.2200213抚顺三宝屯污水处理厂DAT-IAT工艺设计作者：王维斌，王秀朵，张大群，张述超，付桂芳作者单位：天津市市政工程设计研究院刊名：给水排水英文刊名：WATER&WASTEWATERENGINEERING年，卷(期)：2002,28(2)被引用次数：1次引证文献(1条)1.周源.聂凤明DAT-IAT法污水处理工艺理论概述[期刊论文]-工业安全与环保2005(11)本文链接：