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1、Copyright©2009TechSciencePressFDMP,vol.5,no.4,pp.373-398,2009TheoreticalandExperimentalInvestigationofWaterFlowthroughPorousCeramicClayCompositeWaterFilterA.K.Plappally1;3,I.Yakub2:3,L.C.Brown1W.O.Soboyejo2;3andA.B.O.Soboyejo1Abstract:Waterflowthroughpoint-of-useporousceramicwatertreatme
2、ntfil-tershavebeentheoreticallyanalyzedinthistechnicalpaper.Filterstestedweremanufacturedbycombininglowcostmaterialsnamely,clayandsawdust.Threefilterswithdistinctvolumefractionsofclaytosawdust(75:25,65:35and50:50)weretested.Sinteredclayfilterscastedinfrustumshapeswerestructurallychar-acter
3、izedusingmercuryintrusionporosimetry.Alinearincreaseinporositywithvolumefractionofsawdustwasobserved.Flowexperimentswerecarriedoutatconstantroomtemperatureandpressure.Potabletapwaterwasusedinthesestudies.Flowsthroughfiltersoccurringwithdropintheheadofwaterundergravitywerestatisticallyana
4、lyzed.Dischargesthroughthefilterswerepredictedwithrespecttoindependentvariablesoftimeforcumulativedischargeandvolumefractionofsawdustusedformanufacturingthefilters.Theexperimentaldataanalysispredictsamultiplicativeinfluenceoftimeandvolumefractionofsawdustrespectively,ondischargefromthefilte
5、rs.There-sultsdemonstrateanewtheoreticalapproachforpredictionofflowinsimilartypesofheterogeneousporousmediaasdiscussedinthistechnicalpaper.Keywords:Porousceramic,volumefraction,multiplicative.Nomenclaturea,aModelCoefficientAInternalSurfaceAreaoftheFilterVesselb,bModelCoefficientGAssumedVar
6、iablehHeadofWater1TheOhioStateUniversity,Columbus,OH,U.S.A.2PrincetonUniversity,NJ,U.S.A.3PRISM,NJ,USA374Copyright©2009TechSciencePressFDMP,vol.5,no.4,pp.373-398,2009kIntrinsicPermeabilitypFluidPressureVariableQDischargetTimeVFlowVelocityX1,X2AssumedVariablePredictorsYAssumedVariableden
7、otingDischargeY¯AssumedVariableforMeanDischargeGreekSymbolskHydraulicConductivitymViscositygKinematicViscosityrDensitysStandardDeviationofLognormalModelqAngle1IntroductionWaterisabasicrequirementtosustainlifeforhumanbeingsandanimalsaroundtheworld.Thereisascarcityofpotablewateri