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ID:10508100
大小:75.00 KB
页数:6页
时间:2018-07-07
《一般污泥和含油污泥的处理方法外文翻译》由会员上传分享,免费在线阅读,更多相关内容在学术论文-天天文库。
1、ThewaysofregularsludgeandoilysludgetreatingGenerallyspeaking,thereisaprocedurefortreatingsludgeaftersecondarytreatmentofwastewaterifwewanttopreventourlivingenvironmentfromsecondpolluting.Wastewatertreatmentobjectivesareaccomplishedbyconcentratingimpuritiesintosolidformandth
2、enseparatingthesesolidsfromthebulkliquid.Thisconcentrationofsolids,referredtoassludge,containsmanyobjectionablematerialsandmustbedisposedofproperly.Sludgedisposalfacilitiesusuallyrepresent40to60percentofdisposedoftheconstructioncostwastewater-treatmentplants,accountforasmuc
3、has50percentoftheoperatingcost,andarethecauseofadisproportionateshareofoperatingdifficulties.Firstofall,theinitialsludgeisseparatedfromthecleanwaterlyinguponitinthesecondaryclarifierbypumpingittoatank.Becausetheinitialsludgehaveahighwatercontentthatusuallycanupto99.5percent
4、involume,sludgethickeningisanecessaryprocedure,andthereareseveraltechniquesareavailablefoevolumereduction.Mechanicalmethodssuchasvacuumfiltrationandcentrifugationmaybeusedwherethesludgeissubsequentlytobehandledinasemisolidstate.Theremethodsarecommonlyusedprecedingsludgeinci
5、neration.Wherefurtherbiologicaltreatmentisintend,volumereductionbygravitythickeningorflotationiscommonpractice.Inbothcases,thesludgeremainsinaliquidstate.Gravitythickenersareverysimilarindesignandoperationtothesecondaryclarifiersusedinwastewatertreatingsystems.Thethickening
6、functionisthemajordesignparameter,andtanksaregenerallydeeperthansecondaryclarifierstoprovidegreaterthickeningcapacity.Awell-designed,well-operatedgravitythickenershouldbeableto,atleastdoublethesolidscontentofthesludge.Inanotherword,thewatercontentratioofsludgecanbereducedfr
7、om99.5percentinvolumeto98percentorevermuchmorereduction.Itshouldbenotedthatthedesignofgravitythickenersshouldbebasedontheresultsofpilotplantanalysiswhereverpossible,sincesuccessfulloadingratesarehighlydependentonthenatureofthesludge.Indissolvedairflotation,asmallquantityofw
8、ater,usuallysecondaryeffluentissubjectedtoaerationunderapressureofabout400kPa.This
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