超滤膜在给水改扩建中提高产水量的可行性分析

■■430000。。。、。。112012106《》GB5749－2006。2、。3。。1－11－21。2。。。3。。。、、、。4。。4－6。。5。。。。。PLC。PLC。23000m3/d+++1.0m3/d。。33。331890m225L/h。3000m3/d1.0m3/d。。50NTU。。1。90%130NTU95%254NTU90%29.2NTU95%126NTU50NTU84%50NTU92%。84%50NTU。2。+。。162.78mx2.78m2.6mV=2．78×2．78×2．6×6=120．6m3T=17．4minh=0．108mG=31．84sGT=3324571.0m3/d。96·29·201520173。1．J．2011156310．2．J．201231857－58．3．J．20102733330370．4．J．2011263155檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪164．902．J．2012543－45．3．J．20133檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪54－56．91。。1．J201112．2．J．20098．3．J．20109．4．D．2007．5．J．200905．6．J．200507．19551041088119551004155X檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪。92。118.0m2.76m33.16mV=18×2．76×3．16×3=471m3T=1．07h1.5～3.0h。1～1.5h。。。4、。3.0m3/d++。4。0.02NTU90～120min。++2.5m3/d。+。0.05NTU。90min。590minn=16350m3/h5minQ=16×350×5/60=467m3/d6①②。③。1．．GE．2．．2010檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪．93。。1．J．．20111488－89．2．J．20134．55－57．3．D．檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪檪2013．69－72．94。4、。1．J．20150290．2．J．20150935．3．J．2014S298．4．J．201407135．·69·