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The fire in the Channel Tunnel ☆

来源:意榕旅游网
TunnellingandUndergroundSpaceTechnology17(2002)129–132

2002ITAOpenSession:FireandLifeSafetyThefireintheChannelTunnel૾

C.JKirkland*

HalcrowConsultingEngineers,7IrwinRoad,Guildford,SurreyGU27PW,UK

Abstract

TheChannelTunnel,whichconnectstheUnitedKingdomwithFrance,wasdesignedandbuiltbetween1986and1993withconsiderationoffireandlifesafetyatthetopoftheagenda.Itsdesignwasconstantlymonitoredbyabi-NationalSafetyAuthorityappointedbyanInterGovernmentalCommissionoftheGovernmentsofFranceandtheUK.InNovember1996ashuttletraincarryingheavygoodsvehiclessufferedaseriousfire,whichseverelydamagedthetunnel,thoughnobodywasseriouslyhurtintheincident.Thispaperdiscussesthedesignforfiremanagement,thefireitself,andlessonslearnedfromtheincident.ᮊ2002ElsevierScienceLtd.Allrightsreserved.

1.Tunneldesignandfiredefences1.1.Overallconfiguration

Althoughcalled‘thechanneltunnel’,thereareinfactthreetunnelsrunningparallelbeneaththeEnglishChan-nel.Tworailwaytunnelsof7.6mdiameter,set30mapart,andbetweenthemaservicetunnelof4.8mdiameter.Thesethreetunnelsareconnectedtogetheratintervalsof375mbycrosspassages,andtherailwaytunnelsarealsoconnectedat250mintervalsbypistonreliefductsof2mdiameter.Freshairissuppliedtothesystemthroughtheservicetunnel,viacontrolledlouvresinthecrosspassages,thusmaintainingapositiveairpressureintheservicetunnel.Therearetwocrossovercavernsatroughlythe‘thirdpoints’alongthetunnel’slength,dividingtherailtunnelsintosix‘intervals’.1.2.Tunnellining

Thegreaterproportionofthetunnelsarelinedwithprecastreinforcedconcreteliningrings,1.5mwide.Thethicknessoftheringsvarieswithloadingconditionsbetween400and800mm.

૾ThisarticlewaspresentedattheITAOpenSession:FireandLifeSafety,atthe28thITAGeneralAssemblyandWorldTunnelCongress,2–8May2002,Sydney,Australia.

*Correspondingauthor.Tel.:q44-1483-831-268;fax:q44-1483-831-268.

E-mailaddress:colin.kirkland@which.net(C.JKirkland).

Whereconcretewasconsideredinappropriate,theliningringsareofcastiron.

Thecrossovercavernsarelinedwithin-situmassconcrete.Atthelocationofthefirethetunnelliningwasprecastreinforcedconcretesegments.1.3.Permanentinstallations

Therearetwoventilationsystemsinstalledinthetunnel.TheNormalVentilationSystemsuppliesfreshairtotheservicetunnelatbothendsofthetunnelatarateof88m3ys,sufficienttoprovidefortheneedsof20000peopleinthetunnel.

Asecondsystem,calledtheSupplementaryVentila-tionSystem,supplieslargevolumesoffreshairdirectlyintotherailwaytunnelstocontroltheflowofsmoke,ortoprovideadditionalcoolingcapacityintheeventoftractionpowerfailure,260m3ys.ontheEnglishside,and300m3ysontheFrenchside.Thefanssupplyingthisairarereversiblesothataircanbefedinononesideanddrawnoutattheother.

Firehoseconnectionsareavailableadjacenttoeachcrosspassage,fedwithwaterfromafiremaininstalledintheservicetunnel.

Powersupplyandothercablinginthetunnel,aswellasanyequipmentwhichusesinherentlyflammablematerialswererigorouslytestedforflamepropagation,smokedensityandtoxicity,andallareclassifiedas‘lowsmokeandfume’.

0886-7798/02/$-seefrontmatterᮊ2002ElsevierScienceLtd.Allrightsreserved.PII:S0886-7798Ž02.00014-7

130C.JKirkland/TunnellingandUndergroundSpaceTechnology17(2002)129–132

1.4.Rollingstock,touristandHGV

Thetouristwagons,whichformtheshuttletrains,arethelargestrailwayvehiclesintheworld,aremadeofstainlesssteel,andareinsulatedagainstnoiseusingfireresistantrockwool.Thedoorsystemswhichcloseoffthewagonendsduringtransitofthetunnelaredesignedtoresistafireinsidethewagonforupto30min,i.e.foraperiodlongerthanthetransittimeof27min.Airconditioningunitscarriedbeneaththefloorofthewagonsalsoperformthefunctionofpurgingthewagonoffuelvapoursbeforethetraincommencesitsjourneythroughthetunnel.

Eachwagonisequippedwithcomprehensivefiredetectionandextinguishingsystem.Aswellaspassen-ger-operatedalarmsthereareaseriesofdetectorsthatareautomaticallytriggeredbysmoke,fumesandinflam-mablevapours.Thesedetectorsaresensitivetoions,orultra-violetradiations,smokeandgases.Ifsmokeden-sitycontinuestoincreasetoapresetdangerlevel,halongasisautomaticallydischargedintotheareaconcerned.HGVshuttlewagonsarebasicallyflatwagonsuponwhichismountedanopenframeworkofstainlesssteelwhichsupportsathinsheetroof.Thisdesignenables44tonnetruckstobecarriedwithoutbreachingthe22tonneaxleloadrestriction,andalsoprovidesprotectionagainstthepossibilityofflappingtarpaulinsontheHGV’sdamaginglinesideequipmentortheoverheadpowersupplycable.

BecauseoftheopennatureoftheHGVshuttlewagonsitwasnotpossibletoinstallfiredetectionsystemsonthewagonsthemselves.Instead,fireandsmokedetectorswereinstalledontheloadingwagonsandatintervalsalongtherailwaytunnels.

2.Firefighting,firstline,watersupply,smokecontrolThefirstreactionwhenfirebreaksoutmustbetoalerttheNationalFireService,however,Eurotunnelhasitsownresidentemergencyreactionforce,trainedandequippedtoquicklymoveintoactioninanypartofthesystem,andthisforcecanbemobilisedimmediately.Accesstothetunnelsystemisnormallyviatheservicetunnelusingspeciallydesignedvehicleswhicharewire-guidedinthetunneltopreventcollisions.Eachvehiclecarriesa‘pod’containingequipmentappropriatetotheemergency,andthesepodsareinterchangeablebetweenvehiclestogivemaximumflexibilityofresponse.

Firefightingwaterissuppliedtothetunnelsystemthroughawatermainlocatedintheservicetunnelinordertoobviatetheriskofdamageintheeventofatrainderailment.Waterissuppliedtotwooutletsintherailwaytunnelsadjacenttoeachcrosspassage,at125mintervalsalongthetunnel.

Asnotedearlier,freshairissuppliedtothesystemthroughtheservicetunnel,andthedirectionofsmoke

movementintherailtunnelsiscontrolledbyactivationofthesupplementaryventilationsystem.2.1.Specialarrivalsidings

Intheeventofafirebreakingoutonatrainthenormalreactionistotransferpassengersfromtheaffect-edwagonintoadjacentwagons,andthentoisolatethewagoncontainingthefirebyclosingthefireresistantdoorsateitherendofthewagon.Thetrainshouldnotbestopped.Onarrivalatthedestinationterminaltheburningtrainwouldberunintoaspeciallydesignedreceptionsidingwherepassengerevacuationandfirefightingcanbecarriedoutexpeditiouslywithoutaffect-ingtheoperationoftherestofthesystem.2.2.Dangerousgoodsrestriction

InordertominimisetheriskoffireonshuttleandthroughfreighttrainsEurotunnelhasbannedawiderangeofhazardouscommoditiesfrompassagethroughthetunnel.Generallytheseareproductswhicheitherburnfiercelyifignited,orwouldrendertheatmosphereinthetunneltoxicifreleased.Fueltankersandnuclearwasteflasksarethemoreobviousexamples.3.Thefire

3.1.Sequenceofevents

ThefireoccurredinInterval3ofthetunnelonthe18thNovember1996.Theexactcauseofthefireremainsunknown,butitappearsthatthefiremayhavebeentheresultofthedeliberatesettingfiretoaheavygoodsvehicleonboardoneoftheshuttlewagonsbeforeitenteredthetunnel.ItwascertainlynotcausedbyanymechanicalorsystemsfailureinEurotunnel’sequipmentorrollingstock.

Thetrain,whichcarriedthefireintothetunnel,wasanHGVfreightshuttletrainwhichlefttheloadingplatformat21.42h,enteringthetunnelat21.48h.At21.49hTheFireEquipmentManagementCentreintheUKreceivednoticeofasmokealarmtriggeredinthetunnel.Twofurthersmokealarmswereregisteredby21.50h.

By21.54h,followingfurthersmokealarmsandaconfirmedflamealarm,theRailControlCentrehadorderedalltrainstoreducespeedandthedampersinthepistonreliefductswereorderedtobeclosedtopreventthespreadofsmoketotheotherrailtunnel.At21.57hanalarmsignalonboardthetrainindicatesthatoneoftheloadingjacksmayhavedropped,andthedriver’sstoplampilluminates.Thetrainmustnotcontinuewithajackdroppedforfearofcausingaderailment,sothetrainisbroughttoacontrolledstopwiththeAmenityCaradjacenttoacrosspassage.

C.JKirkland/TunnellingandUndergroundSpaceTechnology17(2002)129–132131

At21.59hthetraindriverinformstheRailControlCentreofalossoftractionpower.

By22.04hboththeUKandFrenchFirstLineofResponseteamshadenteredthetunnel.

At22.12htheRailControlCentrebegantheactiva-tionoftheSupplementaryVentilationSystem.

At22.21hTheRailControlCentreopenedthecrosspassagedoorsadjacenttotheincidentinordertodispersesmokelocallytopermittrainevacuation.

By22.25hallpassengersfromthetrainhadbeenevacuatedintotheservicetunnel,andby22.42hhadbeenremovedtosurfaceonboardaTouristShuttletrain,whichhadbeenstoppedintheotherrailtunnelforthispurpose.

FrenchSecondLineofResponseteamwasonlocationby22.56h,andwerejoinedbytheUKteamat23.55h.

NationalFirefightingteamswereatthefirelocationbymidnightandbeganfightingthefire.

05.00hthefirewasdeclaredextinguished.3.2.Severityanddamage

Whatnodoubtbeganasasmallfireonboardoneofthevehiclesonthetrainmayhaveincreasedinsizeasthetrainprogresseddownthetunnelthoughtheindica-tionsarethatonlyonevehiclewasonfirewhenthetrainstopped.Thetrainwasstoppedinthetunnelduetoasecondaryfailureindicatornotconnectedtothefire.Theoriginalsourceofthefirespreadtoseveralwagonsduetothemovementofothertrainsinthetunnel,andtotheactivationofthesupplementaryventilationsystem.Itisestimatedthattemperaturesupto10008Cwerereachedattheheartofthefire.

Thetunnelwasseverelydamagedoveralengthof46m,sufferedseriousdamageoverapproximately280m,andwasaffectedtosomeextentoveratotalof500m.4.Recoveryandrepair

4.1.Makingsafeandremovalofdebris

Afterthefirehadbeenextinguishedthefirsttaskwastoremovethedamagedtrainfromthetunnel.TherewassomedelayincommencingthisoperationtopermittheFrenchAuthoritiestocarryouttheirinvestigationinthetunnel,butthistimewasusedtoprepareplansforrecoveryofthetunnelitself.

TheInitialappraisalofthedamagetothetunnelindicatedthataconsiderableproportionofthethicknessofthereinforcedconcretelininghadbeendestroyed,andadecisionwastakentoquicklytoinstallsometemporarysupporttothedamagedlining.Steelcollieryarcheswereerectedat1.5mcentres,supportingalightsteelmeshtopreventfurtherfallofdebrisasthetunnelwasbeingcleared.

4.2.Schedulingofrepairs

BeforeanyactualrepairworkcouldbeginthemethodofrecoveryandrepairhadtobeagreedindetailwiththeSafetyAuthority,setupbytheintergovernmentalCommissionbeforeconstructionoftheTunnelitselfbegan.

Apreliminaryproposal,supportedbycalculationswassubmittedtotheAuthorityonNovember27,andagreementwasreachedby24January1997.

Repairofthetunnelwasdividedintotwocategoriesofwork,civilengineeringandelectromechanicalengineering.

Civilengineeringconsistedmainlyofthepreparationofthedamagedconcreteoftheliningbygritblasting,forwhich250tonnesofgritwererequired,andthereplacementofdamagedreinforcingsteel.Thereplace-mentofliningconcreteby680tonnesofplainshotcreteand630tonnesoffibrereinforcedshotcrete,followedfinallybyfinishingtoprofile.FrenchcontractorFreys-sinetcompletedallofthisworkin60days.

Electro-mechanicalworkbeganwiththereplacementof500mofrailwaytrackandsupportingtrackblocksfollowedbythereplacementof2600moftractionpowercatenarycable,4000mofsignalcabling,over4400moflightingandotherpowercables,4200moffibreopticcommunicationscables,and1000mof400mmdiametercoolingwaterpipes.AllofthisworkwascompletedinlessthanonemonthbyEurotunnel’sownteams.4.3.Logistics

Theguidingprincipleinthelogisticalplanningwastocauseminimumdisruptiontothecommercialopera-tionoftheunaffectedpartofthetunnel.

ThefireoccurredinthemiddlethirdoftheSouthrunningtunnel,anditwaspossibletoclosethissectionbyutilisingthetwocrossovertunnelsateitherendofthissectiontoroutetrainsaroundtheworkarea.

Theworkareaitselfhadtobeisolatedfromtheoperationaltunnelbyclosingofftherailwaytunnelateachendwithairtighttemporarybulkheads.

Allnecessaryplant,equipmentandmaterialsforthewholeoftherecoveryoperationwasloadedontoasingleworkstrain,whichenteredthetunnelonthe29thJanuary1997,anddidnotleavethetunneluntilallworkwascompleteonthe26thMarch1997.

Theworkforcegainedaccesstotheworkviatheservicetunnelwhichrunsparalleltoandbetweenthetworailtunnelsforthewholeoftheirlength.

OncompletionofthecivilengineeringworkEurotun-nel’steamsmobilisedasecondworkstrain,loadedwithallthenecessaryrails,blocks,cabledrumsandpipesfortherenewalofthefixedequipmentinthetunnel.

132C.JKirkland/TunnellingandUndergroundSpaceTechnology17(2002)129–132

Theinitialtargetdateofthe15thMay1997,setforre-openingoffullcommercialoperationwasmet,withintheoriginalbudgetaryprovision.5.Lessonslearned5.1.Forconstruction

1.Thevariousdetectorsinstalledinthetunnelsystemtogivewarningofsmokeorflamesinthetunnelwereeffective.

2.Numerouson-trainsensors,insisteduponbythesafetyregulators,haveprovedunreliable,frequentlygivingwarningsignalslaterfoundtobeincorrect.3.Theprecastconcreteliningofthetunnel,thoughnotspecificallydesignedforfireresistance,generallystoodupwelltoallexceptthemostsevereheatconditions.

4.Thefailureoftractionpowerisbelievedtohavebeenduetoacombinationofheatandsmoke,causingashort-circuitwhichtrippedoutthepower.

5.Somedifficultywasencounteredduringevacuationofpassengers,firstlybecausetheRailControlCentrecouldnotascertainwithsufficientprecisionwherethetrainwaswithrespecttothenearestcrosspassage,andescapingpassengershaddifficultyfindingtheescapepassageduetosmoke.Thesetwoissueshavebeenaddressedandrectified.

6.ThefiredetectormonitoringpanelsshouldbelocatedintheRailControlCentreratherthantheFireEquipmentMonitoringCentre.

7.Afiresuppressionsystem,basedonhigh-pressurewatermist,shouldbedevelopedandinstalledontheshuttles.Thissystemisnowdevelopedandacontractforinstallationhasbeenawarded.5.2.ForOperation

Itshouldberecordedthatallpassengersandcrewoftheaffectedtrainwereabletowalkawayfromapotentiallydevastatingfire.

However,certainaspectsofprocedurewereseentobecapableofimprovement:

1.ThereshouldbesystematicchecksofeachloadedtrainbeforedeparturebystaffindirectcontactwiththeRailControlCentre.

2.Onreceiptofthefirstin-tunnelfirealarmthetunnelshouldimmediatelybeputintoemergencyconfigu-ration,ratherthanwaitingforconfirmatoryindicators.Onreceiptofasecondalarm,thetrain,whichtriggersthealarm,shouldbestoppedandevacuatedunlessitisclosetothetunnelexit.

3.BecauseoftheopennatureoftheHGVwagons,thenormal‘driveout’policyshouldonlyapplyifthetrainisclosetoexitingthetunnel.Inallothercasesthedrivershouldcarryoutacontrolledstopandevacuatethetrain.

4.ThepolicyofdecouplingthefrontlocoandamenitycaronHGVshuttleshasbeendroppedinfavourofpriorityevacuationofpassengers.

5.TheChefdeTrainshouldbeinchargeoftrainevacuation,ratherthanthedriver.

6.Theprocessofclosingpistonreliefductsandacti-vatingtheSupplementaryVentilationSystemshouldbeginimmediatelythereisasinglefirealarmofanytype.6.Conclusion

Thiswasanextremelyintenseanddisastrousfire,whichcausedamajordisruptionofEurotunnel’scom-mercialoperation.

Thatfullcommercialoperationwasabletorecornm-enceafteronlysixmonthsisnotonlyatributetotheorganisationanddeterminationoftherepairteams,butprovesagainthevalueoftwintunnelsandtheprovisionofacontinuousservicetunnel,bothforevacuationandrepair.

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