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分段进水生物脱氮工艺稳态模型的开发与试验评价(英文) Title:DevelopmentandExperimentalEvaluationofSteady-stateModelforBiologicalNitrogenRemovalinDividedInflowWastewaterTreatmentProcess Abstract: Wastewatertreatmentplantshavebeendevelopedextensivelytoensuretheprotectionofwaterresourcesandenvironment.Inrecentyears,dividedinflowwastewatertreatmentprocesshasgainedsignificantattentionduetoitseffectivenessinremovingnitrogenouspollutantsfromwastewater.Thisstudyaimedtodevelopasteady-statemodelforbiologicalnitrogenremovalindividedinflowwastewatertreatmentprocessandevaluateitsperformancethroughexperimentaltests.Themodelisbasedonaseriesofmassbalancesthatincorporatethemicrobialandchemicalreactionsinvolvedintheprocess.Thedevelopedmodelwasthenevaluatedusingexperimentaldataobtainedfromlaboratory-scalereactors. Introduction: Nitrogenpollutioninwaterresourcescanhavesevereimpactsonpublichealth,aquaticecosystems,andbiodiversity.Asignificantsourceofnitrogenpollutioniswastewaterfromdomestic,agricultural,andindustrialactivities.Wastewatertreatmentplantsareessentialinremovingnitrogenouspollutantsfromwastewatertoensuretheprotectionofwaterresourcesandenvironment.Biologicalnitrogenremoval(BNR)isoneofthecommonlyusedmethodsinwastewatertreatmentprocessesduetoitscost-effectivenessandsustainability.DividedinflowwastewatertreatmentprocesshasshownpromiseinimprovingtheefficacyofBNR. Thedividedinflowprocessseparatestheinfluentwastewaterintotwoseparatesections,eachwithdifferentinfluentcharacteristics.Thefirstsectionreceivesahighnitrogenload,whilethesecondsectionreceivesalowernitrogenload.Thefirstsection,whichhasthehighestnitrogenconcentration,undergoesbiologicalnitrogenremovalthroughnitrificationanddenitrificationprocesses.Theeffluentfromthefirstsectionthenentersthesecondsection,whichisdesignedfornitrateremoval.Thesecondsectionusescarbonsources,suchasmethanoloracetate,tosupportthegrowthofdenitrifyingbacteria,whichconvertnitratetonitrogengas. Asteady-statemodelforBNRindividedinflowwastewatertreatmentwasdevelopedtopredicttheperfo

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