污水处理技术外文翻译.docx

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污水处理技术外文翻译.docx

污水处理技术外文翻译

 

本科毕业设计

外文文献及译文

 

文献、资料题目:

StudyonDisinfectionand

Anti–microbialTechnologiesforDrinkingWater

文献、资料来源:

期刊

文献、资料发表(出版)日期:

2001.1.9

院(部):

专业:

给水排水工程

班级:

姓名:

学号:

指导教师:

翻译日期:

2010.3.30

外文文献:

 

StudyonDisinfectionandAnti–microbialTechnologiesforDrinkingWater

ZHUKun,FUXiaoYong

(Dept.ofEnvironmentalEngineering,LANZhouRailwayUniversity,LANZhou730070,China)

Abstract:

Disinfectionby-productsproducedbythereactionbetweenchlorineanddissolvedorganiccompoundsandotherchemicalsareconsideredasaworryingprobleminthedrinkingwatertreatmentprocesssinceaseriesofmutageniccarcinogensubstancesareformedincludingtrihalomethanes(THMs).Amongthetesteddisinfectants(chlorine,ozone,chlorinedioxide,potassiumpermanganate,chloraminesandhydrogenperoxideetc.),chlorinedioxidehasprovedtobethemostfeasibleandeffectiveoxidantfordrinkingwatertreatmentandremovalofpathogensduetoitsoxidationefficiency,lowcostandsimplewayofutilization.Aseriesofexperimentsindicatethatchlorinedioxidecansignificantlyrestrainproductionoftrihalomethanes(THMs)andcontrolbacteriagrowthparticularlyforCryptosporidiumoocysts.Theexperimentsverifiedthatbothozoneandchlorinedioxideareabsolutelyvitaltoensurethatanymicroorganismsarisingfromfecalcontaminationofwaterstoragearedestroyed.Thepaperdiscussesoxidationcapacityofchlorinedioxide,especiallyforremovingpetroleumcompounds,whichisaffectedbyreactiontime,gasinjectionway,andpHoftreatedwater.

Keywords:

disinfection;oxidants;watertreatment;pathogens;chlorinedioxide

CLCnumber:

X523Documentcode:

A

1 Introduction

ChemicalandfiltrationprocessesaretwomainmethodsusedinChinafortreatingdrinkingwatermeanwhileUVradiationhasbeenusedsuccessfullyforwatertreatmentwithrelativelylowflowrate.Ontheindividualfamilylevel,usuallychemicaltreatmentisafeasiblealternative.Thefollowingguidelinesexistfortheselectionofsuitabledisinfectants:

thereactionmustbestrongenoughtoextinctbacteriaandcontrolgrowthofmicro-organisms,removalofcontaminantsshouldbedonebydecomposition,evaporationorprecipitationetc,toeliminateordecreasethetoxicity,oxidantsorreactionby-productsshouldnotbeharmfultohumanhealth,andthepurificationprocessesshouldbepracticalandeconomical.Theobjectiveofthispaperistoevaluateanddiscussavailabledisinfectantsfordrinkingwatertreatment.Thedifferentdisinfectantsarecomparedregardingpurificationefficienciesandapplicationapproaches.

2 ComparisonofDisinfectants

Disinfectants,suchaschlorine,chloramines,sodiumhypochlorous,chlorinedioxideandozoneetc.,wereprimarilyconsideredindrinkingwatertreatment.Theoxidationcapacitiesoftheseagentsmayberankedasfollowsinorderofdecreasedefficiency[1]:

O3>ClO2>HOCl>OCl->NHCl2>NH2Cl

ReferringtoFiessinger′s[2]suggestion,thepropertiesofthesedisinfectantsarecomparedinTab.1.Chlorineisshowntobeanexcellentdisinfectanttopreventwaterbornediseasessuchastyphoidfeveroverlongperiods.Chlorinereactsnotonlywithinoxidation,butalsobyelectrophilicsubstitutiontoproduceavarietyofchlorinatedorganicby-products,particularlytrihalomethanes(THMs)andothermutagens.HereTHMsmainlyrefertochloroform,bromoform,dibromochloromathaneandbromodichloromathaneetc.Sincethe1970`s,theusageofCl2indrinkingwaterdisinfectionhasbeenquestionedwithozonebeingsubstitutedasthepreferreddisinfectantinthewatersupplyplants.But,ozonecouldnotbeintroducedtotheruralfarmercommunityduetoitshighcostsandshorthalf-life(15~20min.).Aswithotherdisinfectants,ozonationalsoleadstoformationoforganicby-productssuchasaldehyde,ketones,andcarboxylicacids,andalsomutagenicitymaybeinducedifbromicanionexists.

Tab.1Comparisonofvariousoxidants

ComparisonCl2ClO2O3KMnO4NH2ClH2O2

THMformation+++-----

Disinfectioneffects++++++++-+-+

Enhancedbiodegradability

++++++-+

Tasteremoval-++++-+

Ironandmanganese++++++++-+

Ammonia+++-----

Formationofmutagensortoxicsubstances

+++-+-+-+-+-

  -noeffect; +littleeffect; ++effect; +++largesteffect

Manystudieshavepointedoutthatdisinfectionisabsolutelyvitaltoensurethatanymicroorganismsarisingfromfecalcontaminationofwaterstoragearedestroyed.Theselectionoftheavailabledisinfectantsmustconcerntoreduceriskfrommicrobialcontaminationofdrinkingwaterandthepotentialincreaseinriskfromchemicalcontaminationthatresultfromusinganyofthedisinfectants.Thebiocidalefficiencyofcommonlyuseddisinfectants-ozone,chlorinedioxide,chlorineandchloraminesarerankedalmostwiththesameorderastheoxidizingcapacity,butthestabilityofthosearefollowingtheorderas[3]:

Chloramines>Chlorinedioxide>Chlorine>Ozone

3 Purificationoforganicpollutantsbychlorinedioxide

AccordingtoWHOguidelinefordrinkingwaterquality,muchconsiderationshouldbepaidtobenzenehomologouscompounds;therefore,thestudyonpurificationeffectsofchlorinedioxideisfocusedonpetrochemicalpollutants.Aseriesofexperimentswerecarriedouttosimulatetheoxidationprocessesofcontaminatedwater.Thepollutedsolutionswerepreparedinadarkbarrel(10Lcapacity)ofsevenkindsofbenzenehomologouscompounds-Benzene,toluene,ethylbenzene,p-phenylmethane,o-phenylmethane,m-phenylmethaneandstyrene.Samplesweretakentodeterminetheinitialconcentrationofthecompoundspriortothetests.StandardchlorinedioxidesolutionwasproducedfromsodiumchloritereactedwithHClsolutionof10%[4].TheGR-16AGas-chromatographwithFIDdetectorShenyangLZ-2000wasusedformeasurementofCl2,ClO2,ClO-2andClO-3[5].OilconcentrationsweredeterminedwithanUV-120-20spectrophotometer(Shimadzu)followingtheproceduredescribedbyAPHA[4].OrganiccompoundsinthewatersamplesweremeasuredwithaGC-MS(QP-1000A).ClO2andO3werestandardizedbyiodimetrictitrationatpH7.

Forthepurposeofchemicaldisinfectionfordrinkingwater,chlorinewasinstantaneouslyignoredduetotheformationofTHMsandothermutagenicsubstances.Theresultsindicatedthatpotassiumpermanganateandhydrogenperoxidedidnothaveenoughoxidationcapabilitytodecomposepetroleumcontaminantsachievingonly46%,and5.7%decompositionofstyrene,respectively.Ozonecouldnotbeselectedduetoitshighcost,complexoperationandshorthalf-lifealthoughitisanexcellentoxidantforwatertreatment.Chlorinedioxidewasthenextmostsuccessfulalternativefordisinfection.Thebenefitsinclude-effectiveoxidationcapacity,algicidaleffectandnegligibleformationofhalogenatedby-products.Basedoneconomicandoperationalrequirement,themixinggasmethodiseasilyused.TheresultsobtainedsuggestthatdisinfectionofdrinkingwaterwithozoneandorchlorinedioxideseemstobeasuitablealternativestotheuseofNaClOforcontrollingtheformationofnon-volatilemutagens[6].

Inthelaboratoryexperiments,theoxidantsozone,chlorinedioxide,potassiumpermanganateandthemixinggas(mainlycontainedClO2andacertainamountofCl2,O3andH2O2)weretestedforremovalofthepetroleumcompounds,andresultsareshowninTab.2.

Tab.2Comparisonofoxidationcapacityforthevariousoxidants

OrganicCompoundsInitialconc.O3ClO2H2O2MixingGasKMnO4

/mg·L–1

Oil11.3467.245.8061.80

Benzene3.6178.371.4082.30

Toluene5.2391.883.0095.20

Ethylbenzene8.3795.191.1094.50

p–phenylmethane7.8695.890.50100

o-phenylmethane8.3695.990.301000

m–phenylmethane9.2995.487.301000

Styrene9.3696.284.75.710046.1

Astudywasconductedtoelucidatethedecaypathwayofmonochloramineinthepresenceandabsenceofnaturalorganicmatter(NOM)[7].Itwasfoundthatnaturalorganicmatteractedprimarilyasareductantratherthancatalyst.Thisconclusionwasverifiedusingaredoxbalance,andmuchofoxidizingcapacityofmonochloraminegoestowardsNOMoxidation.Cleaningagentsanddisinfectantsfromhousekeeping,hospitals,kitchensaresourcesofabsorbablehalogenatedorganiccompounds(AOX)inmunicipalwastewater.TheamountofAOXgeneratedstronglydependsonthenatureandconcentrationsofdissolvedandsolidorganiccompounds,theconcentrationofactivesubstances,temperature,pHandreactiontime[8]Whenthemixinggasesreactwithwatermoleculesandorganicmicro-pollutants,hypochlorousacidisformedbychlorine,chloriteandchlorateionsareproducedfromchlorinedioxideinaseriesofredoxreactions.Theprincipalreactionsaresummarizedasfollows:

ClO2+organic→ClO-²+oxidizedorganic

(1)

2ClO-²+Cl2=2ClO2+2Cl-

(2)

2ClO-²+HOCl=2ClO2+2Cl-+OH-(3)

2ClO2+HOCl+H2O=2ClO-³+HCl+2H+(4)

TherateofchlorateyieldcanbedescribedbyEquation(5):

d[ClO3]/dt=2k[ClO2][HOCl](5)

inwhichk=1.28M/minat25℃[9].

Thestoichiometryoftheundesirablereactionsthatformchlorateinlowconcentrationofchloriteorpresentsofexcesschlorineisgivenas:

ClO-²+Cl2+H2O=ClO-³+2Cl-+2H+(6)

ClO-²+HOCl=ClO-³+Cl-+H+(7)

Atalkalineconditions:

ClO-²+HOCl+OH-=ClO-³+Cl-+H2O(8)

Typically,chlorinedioxideisusedindrinkingwatertreatmentandtheconcentrationsarerangingfrom0.1to2.0mg/L[10].However,therelevantby-productsofchlorinedioxidetreatme

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