海南省文昌市清澜污水处理厂设计

4104m3/d2104m3/dBOD5CODSSTNNH3-NTPmg/L16032022035254MUNICIPALWATERTREATMENT30%70%1CAST[1]116mm900mmPLC4600m3/h18m3mm1300mm60PLC3650mm4340mm1980m3/h1.2m31.83m3/min0.06MpaCAST2m3/dCAST44CAST46.2m20m5.5m0.8m5082m320328m310%-15%BOD50.095kgBOD5/(kgMLSS�d)MLSS4000mg/LTN0.019kg/(kg�d)TP0.002kg/(kg�d)6.9942112CAST121320%-30%5180m3/h7.0m4kW921Ø470mm3.0kw2-3mg/L1.50m1.00m1300m3/h475m3/h15m17701-3m3/h32122Q=50Nm3/minP=63.7Kpa1341#3#2#4#MUNICIPALWATERTREATMENT0.35m3/s5.30m0.77m1.3m3≤10000L-1CAST382m3/d99.2%218m322Ø430mm0.1%-0.4%PAMPAM0.5%5800543kVA1SBR2