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    ChemistryofChangingSeasons:MeltingSnowandIce

    Inthewintertime,duringthesnowfalland/orafterthesnowfall,wehavewitnessed

    thatroadsarecoveredwithsalt(suchNaClorCaCl2)andsandmixturetomeltthesnowandthe

    icetomaketheroadsclearandpassable.Themixtureofsaltandsandhasdualeffects:thesalt

    meltsthesnowandtheice,andthesandincreasesthecoefficientoffrictionbetweentheroad

    andthetiresoncarsthatinessencereducesslipperyconditionsmeaningimprovestire

    traction.However,aftertheroadsaredry,sandcreateshazardousconditionsformotorists,

    especiallyformotorcyclistsandbicyclist.Thesaltworksbyloweringthemeltingorfreezing

    pointofwater[Inreality,themeltingandfreezingpointsarebasicallythesame.Forexample,

    theicemeltsat320F(0

    0C)orwaterfreezesat32

    0C(0

    0F)]dependinguponhowwesayit.We

    saywaterfreezes(goingfromliquidstatetosolidsate)andicemelts(goingfromsolidstateto

    liquidstate].Whensaltisadded,thefreezingpointofwaterdecreasesthatisknownas

    freezingpointdepression,whichofcoursedependsontheamountofsolute(salt)added.

    Howthefreezingpointdepressionworks?Whenthesaltisaddedtowater,thesalt

    dissolvesinwaterbecausebothsaltandwaterarepolarinnature.Thisprocessintroduces

    foreigndissolvedparticlesinwaterthatlowersthefreezingpointofwater.Ingeneral,solution

    freezesatlowertemperaturethanpuresolventofthesamesolution.Theloweringoffreezing

    pointcontinuesuntiltheaddedsaltstopsdissolving.Thistemperatureis-60F(-21

    0C)fortable

    salt(NaCl)inwaterundercontrolledlaboratoryconditions.However,intherealworld,on

    roadsandsidewalks,NaClcanmelticedownto150F(-9

    0C)(Seethetableattheendformore

    chemicals).

    TheoryBehindFreezingPointDepression

    Freezingpointdepressionisacolligativeproperty,whichdependsonthenumberof

    dissolvedparticlesinasolvent.Itissdirectresultoftheloweringofthesolventvaporpressure

    bythesolute.Allliquidsolventswhensolutesaredissolvedexhibitthisproperty.Other

    colligativepropertiesarevaporpressurelowering,boilingpointelevation,andosmotic

    pressure.Thefollowingphasediagramillustratestheconceptoffreezingpointdepressionof

    aqueoussolution:

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    Thisdiagramindicatesthatloweringthevaporpressureofthesolutionlowersthe

    freezingpointofsolution.LetTf0bethefreezingpointofthepuresolventandTfbethe

    freezingpointofthesolution.Then,thefreezingpointdepression,Tf,isexpressedas

    Tf=Tf0-Tf

    Further,theTfisproportionaltomolalconcentration(m)ofthesolution[molality(m)

    isthenumberofmolesofsolutedissolvedin1kg(1000g)ofsolvent]andhence

    Tfm

    or Tf=Kfm

    whereKfisthemolalfreezing-pointdepressionconstantthatvariesfromsolventtosolvent.

    Followingtablelistssomeofthecommonliquids.

    Solvent NormalFreezingPoint(0C)# Kf(0C/m)

    Water 0 1.86

    Benzene 5.5 5.12

    Cyclohexane 6.6 20.0

    Aceticacid 16.6 3.90

    Ethanol(Ethyl

    Alcohol)

    -117.3 1.99

    #Measuredat1atm.

    Notethatthesameprinciple,depressioninfreezingpoint,alsoappliesinusingtheantifreezein

    carsandtrucksinthewintertimeandaddingsalttomakeicecream.

    Qualitativelythefreezingpointdepressioncanbeexplainedintermsoforder-disorder

    state.Ingeneral,freezinginvolvesatransitionfromthedisorderedstate(solvent)tothe

    orderedstate(solid)(fore.g.waterice).Forthistotakeplace,theenergymustbeexpelled

    fromthesystem:

    DisorderedstateOrderedstate+energy

    Asolutionhasgreaterdisorderthanthesolvent.Hence,moreenergyneedstobeexpelledfrom

    ittocreateanorderedstatecomparedtopuresolvent.Thisisthereasonwhythesolutionhas

    alowerfreezingpointthanthesolvent.

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    ChemicalsUsedtoMeltSnowandIce

    Therearenumberof chemicals inusagetomelt the iceandSnow in thewintertime.

    FollowingistheinformationtakenfromAbout.com

    Name Chemical

    Formula

    Lowest Practical

    Temperature

    Pros Cons

    SodiumChloride

    (RockSalt&

    Halite)

    NaCl 150F(-9

    0C) Keepssidewalks

    dry

    Corrosive,

    damages

    concrete&

    vegetation

    Potassium

    Chloride

    KCl 200F(-7

    0C) Fertilizer Damages

    concrete

    CalciumChloride CaCl2 -200F(-29

    0C) Meltsicefaster

    thanNaCl

    Attracts

    moisture,surfacesbecome

    slipperybelow

    00F(-18

    0C)

    Magnesium

    Chloride

    MgCl2 50F(-15

    0C) Meltsicefaster

    thanNaCl

    Attracts

    moisture

    Potassium

    Acetate

    CH3COOK 150F(-9

    0C) Biodegradable Corrosive

    Calcium

    Carbonate,

    Magnesium

    Carbonate,&

    AceticAcid

    (CMA)

    CaCO3,MgCO3,&

    HC2H3O2

    150F(-9

    0C) Safestfor

    concrete&

    vegetation

    Worksbetterto

    preventre-icing

    thanasice

    remover

    Ammonium

    Sulfate

    (NH4)2SO4 200F(-7

    0C) Fertilizer Damages

    concrete

    Urea NH2-CO-NH2 200F(-7

    0C) Fertilizer Agricultural

    gradeis

    corrosive

    MahadevKumbar,ChemistryDepartment,NCC