climate change impacts on coastal transportation ... · states (aosis) to strongly advocate for a...
TRANSCRIPT
ClimateChangeImpactsonCoastalTransportationInfrastructureintheCaribbean
Casestudies:KeyFindingsandApproaches
Synopsis
1. Introduction1.1SIDSvulnerabilitytoCV&C1.2CV&Cimpactsontransport/tourism
2. AssessmentofCV&Cimpactsontransport:Methodology
3 Applicationofthemethodology(Jamaica&SaintLucia)3.1 Criticalassets3.2 Directimpacts/Futuredisruptions3.3 Indirectimpacts(consideredonlyforSaintLucia)
4. Conclusions
Introduction:SIDSvulnerabilitytoCV&C
ü SIDSfacesignificantchallengesfromCV&C,prompting theAllianceofSmallIslandStates(AOSIS) tostronglyadvocateforacapof1.5°Conglobalwarmingabovepre-industrial levels(2015ParisAgreement)
ü SIDSareparticularvulnerableduetotheirlimitedphysicalsize,smalleconomies, thehighconcentrationofpopulations, infrastructure,andservicesatthecoast
ü Ithasbeensuggested thattheCaribbeanStatescouldfaceclimate-relatedlossesinexcessof$22billion annuallyby2050(IDB2014)
Introduction:CV&Cimpactsontransport/tourism
Therefore,seaportsandairports inSIDS—andtheirintermodalconnections—arevital
lifelinesformovementofgoodsandtourism;anydamagetotheseinfrastructurescan
disrupt transportservicesandaffectsignificantly smallislandeconomies
ü SIDSaresea-lockedsotheydependoninternational transportationforaccessibilityandconnectivityandinteractionswiththeglobalcommunity andmarkets
ü Transportfacilitiesandinfrastructureenabletourismakeycomponent ofSIDSeconomies andthelargestemployerandearnerofforeignexchangeformostCaribbeanSIDS,withtourismaccountingforbetween11and79%oftheirGDP.
Therefore,seaportsandairports inSIDS—andtheirintermodalconnections—arevital
lifelinesformovementofgoodsandtourism;anydamagetotheseinfrastructurescan
disrupt transportservicesandaffectsignificantly smallislandeconomies
Introduction:CV&Cimpactsontransport/tourism
Transportinfrastructureandoperations thataresituatedatthecoastarelikelytobeseriouslyaffected:
ü Marineflooding of thelow-lyingcoastalairports.High temperaturescanaffectrunways(heatbuckling)andaircraftlift, resulting inpayloadrestrictionsanddisruptions; runwaylength extensions willberequired(whichmaynotalwaysbeeasy)
ü SeaportswillbeincrementallyaffectedbyMSLRandstormevents;theirquays,jettiesandbreakwaterswill be less efficient, requiring redesigning and/or strengthening
ü Heavyprecipitationcanaffectservicesandinduceflashfloods andlandslides thatcanhaveanimpactoncoastaltransportationassetsandtheirconnecting roadnetwork
Impactsontransportinfrastructure
Introduction:CV&Cimpactsontransport/tourism
Thetourist industry intheCaribbeanisbasedonthe“3S”model (Sea,SandandSun).Amostcriticalcomponentof3Stourism istheavailabilityofbeachesthatareenvironmentallyandaestheticallysoundandretainadequatecarryingcapacity
Carryingcapacityisdefinedasthe“maximumnumberofpeople thatmayvisitatourismdestinationatthesametime,withoutcausingdestructionofthephysical,economicandsocio-culturalenvironmentandanunacceptabledecreaseinthequalityofthevisitor’satisfaction”
Beacherosionduetoe.g.sealevelrisemight reducesignificantly thecarryingcapacityandthequalityofthebeachesasenvironmentsofleisureandconsequently theattractivenessofthecountryfortourismandtravel,resulting inpotentiallysignificant internationaltravelexpenditure loss.
Impactsontouristicbeaches
AssessmentofCV&Cimpactsontransport- Methodology
Future impacts/disruptions
DirectImpacts(Infrastructure,operation)
IndirectImpacts(services,e.g.tourism)
(consideredonlyforStLucia)
Operationalthresholdsmethod
Coastalinundation
model(JRC-EC)
impactsontheprimary“3S”tourismnatural
resources(beaches)
Connectivitywithtouristresorts
Identificationofcriticalassets
Historicalimpacts/disruptions
AssessmentofCV&Cimpactsontransport- Methodology
Collectclimatedata(historicalandfuture
projections)
Identifyoperationalthresholds
Assesscurrentexposure(historicalandpresent
disruptions)
Assessfutureexposure(Futuredisruptions)
Determineexposuretotemperature,precipitation,andotherclimatehazards
Theoperationalthresholdsmethod
Applicationofthemethodology(Jamaica&SaintLucia)
Jamaica§ landareaof10,990km2,population 2.7million
§ GDP~14.75billionUSD§ Direct contributions fromtourism9%.
SaintLucia§ area616km2,population185,000
§ GDPof1.43billionUSD§ Tourismsectorcontributesupto41%
Applicationofthemethodology(Jamaica&SaintLucia)
Criticalassets- JamaicaAIRPORTS Runway
length(m)Runwaywidth(m)
Elevation(m)
Passengers(2016)
Cargohandled(tonnes,2016)
SangsterInternationalAirport(SIA) 2,662.4 46 1.18-1.37 3,952,273 6,497(2015)
NormanManleyInternationalAirport(NMIA) 2,716 46 1.95-2.5 1,594,096 12,528
SEAPORTS Berthlength(m) Depth(m) Elevation
(m) Passengers Cargo
HistoricFalmouthCruisePort(HFCP) 675 11.3 2.9 752,205 -
KingstonFreeportTerminal(KCT) 2310 13 4 N/A
Domestic:1,051,633Transshipment:7279722(2015)
Applicationofthemethodology(Jamaica&SaintLucia)
Criticalassets– SaintLucia
AIRPORTS Runwaylength(m)
Runwaywidth(m)
Elevation(m)
Passengers(2016)
Cargohandled(tonnes,2016)
HewanorraInternationalAirport(HIA)
2,743.2 45.72 3.3 644,837 2,138
GeorgeCharlesInternationalAirport(GCIA)
1,889.76 45.72 6.1 195,859 1,079
SEAPORTS Berthlength(m) Depth(m) Elevation
(m) Passengers Cargo
PortCastries(CSP)
940.6(cargo+cruise)
5.5-10 1.5 677,394 480,770tonnes(2016)
VieuxFortSeaport(VFSP) 373 11 1.5-2.5 N/A ~46,000TEUper
year
Applicationofthemethodology(Jamaica&SaintLucia)
ü Impactsunder theAOSISadvocated1.5°Ctemperaturecapwerealsoassessed;the1.5°Ctemperatureincreasecapwasalsotranslatedintoadateyear.
ü Thedateyearthatthetemperaturewillincreaseby1.5°Cabovepre-industrial levelshasbeenprojectedusingthecompleteensembleofCMIP5GeneralCirculationModels (Tayloretal.2012)andfollowing anapproachsimilartoAlfierietal.(2017).
ü Theanalysisprojected thatthe1.5°Ctemperatureincreasecapwouldbereachedby2033under theIPCCRCP4.5andby2028under theRCP8.5scenario.
ü Therefore,theresultsforthe1.5°Ctemperatureincreasecaparebasedonclimaticfactorprojections for2030.
Futuredisruptions- Directimpacts
Applicationofthemethodology(Jamaica&SaintLucia)
Identifying theoperationalthresholdsi. Employeeabilitytoworksafelyoutdoorsandheatindex(afunction of
temperatureandrelativehumidity)ii. Takeofflength requirementofaircraftsandtemperatureiii. Energycostandtemperatureiv. Craneoperationandprecipitation
CollectionofClimatedatai. Rawdailyclimatemodeldatafromthedatabaseof theCaribbeanCommunity
ClimateChangeCentre(CCCCC)
EstimationofdaysofdisruptionTrough thecomparisonoftheoperationalthresholds withtheclimatedata,thedays
thatthesethresholdswouldbeexceededwereestimated
Futuredisruptions- Directimpacts
Operationalthresholdsmethod
Applicationofthemethodology(Jamaica&SaintLucia)
Daysofdisruptions forairportsandseaportsinJamaica
ClimateStressor Sensitivity Threshold
Disruptions (averagedays/year)1986-2005
2006-2030
20302031-2055
2056-2080
2081-2100
ExtremeHeat Employeeabilitytoworksafelyoutdoors inairportsandseaports
HeatIndex(NOAA)over39.4°C (103°F),resultingfrom30.6 °C(87.1°F)and80%relativehumiditypresents‘high’risk
4.40 5.76 5.00 13.45 22.21 29.67
HeatIndex(NOAA)over46°C (115°F)resultingfrom32.5 °C(90.5°F)and80%relativehumiditypresents‘veryhighrisk’
0.05 0.12 1.00 1.95 4.88 10.89
Aircrafttake-offlengthrequirements
Boeing737-800aircraftwouldnotbeabletotakeofffromSIAifthetemperatureexceeds33.2°C
23.70 44.92 65.00 84.91 138.75 183.78
Boeing737-800aircraftwouldnotbeabletotakeofffromNMIAifthetemperatureexceeds34.1°C
5.35 14.64 24.00 44.41 99.25 146.00
Energycostsinseaports 0.8°Cwarming=4%increaseiftemperatureexceeds30.3°C(1986-2005average:29.5°C)
145.20 177.36 214.00 216.73 271.46 303.44
1.3°Cwarming=6.5%increaseiftemperatureexceeds30.8°C
121.50 153.44 182.00 196.41 248.50 286.61
3°Cwarming=15%increaseiftemperatureexceeds32.5°C
47.25 74.92 97.00 117.95 168.96 214.83
Precipitation Inhibitscraneoperationinseaports
Intenserainfall(e.g.>20mm/day) 3.70 3.60 0.00 4.59 4.00 3.11Veryheavy rainfall(e.g.>50mm/day) 0.90 0.64 0.00 1.45 0.92 0.89
Applicationofthemethodology(Jamaica&SaintLucia)
Daysofdisruptions forairportsandseaportsinSaintLucia
ClimateStressor Sensitivity Threshold
Disruptions (averagedays/year)1986-2005
2006-2030
20302031-2055
2056-2080
2081-2100
ExtremeHeat
Employeeabilitytoworksafelyoutdoors inairportsandseaports
HeatIndex(NOAA)over39.4°C (103°F),resultingfrom30.6 °C(87.1°F)and80%relativehumiditypresents‘high’risk
1.25 1.96 2.00 11.86 29.13 55.33
HeatIndex(NOAA)over46°C (115°F)resultingfrom32.5 °C(90.5°F)and80%relativehumiditypresents‘veryhighrisk’
0.00 0.00 0.00 0.59 2.42 9.06
Aircrafttake-offlengthrequirements
Boeing737-500aircraftwouldnotbeabletotakeofffromHIAifthetemperatureexceeds31.2°C
0.55 0.96 0.00 10.64 31.38 69.72
Energycostsinseaports 0.8°C=4%increaseiftemperatureexceeds27.6°C (1986-2005average:26.8°C)
80.55 114.32 168.00 225.50 322.13 355.72
1.3°Cwarming=6.5%increaseiftemperatureexceeds28.1°C
49.05 71.76 113.00 161.59 279.58 343.61
3°Cwarming=15%increaseiftemperatureexceeds29.8°C
5.90 9.72 18.00 40.32 98.54 182.78
Precipitation Inhibitscraneoperationinseaports
Intenserainfall(e.g.,>20mm/day) 48.20 44.60 51.00 45.55 46.88 48.00Veryheavy rainfall(e.g.>50mm/day) 0.45 0.72 1.00 1.05 0.54 0.83
Applicationofthemethodology(Jamaica&SaintLucia)
Estimationoffutureexposuretocoastalflooding/inundation
ü Estimationofextremesealevels(ESLs).ESLsaredrivenbythecombinedeffectofMSL,
tidesandwaterlevelfluctuationsduetowavesandstormsurges.Cycloneeffectshave
beenincluded.
ü Flood/inundation assessmenthasbeencarriedout,usingdynamicsimulationsusing the
open-accessmodelLISFLOOD-ACC
Futuredisruptions– Directimpacts
Coastalinundationmodel(JRC-EC)
Applicationofthemethodology(Jamaica&SaintLucia)
ExtremeSeaLevelprojections
Futuredisruptions- DirectimpactsCoastalinundationmodel(JRC-EC)
TimeevolutionofESLsandtheirbaseline(1995)returnperiods:(a,c)Jamaica;(b,d)SaintLucia.Theredstippledlinerepresentstheprojecteddateyearofthe1.5°Ctemperatureincreasesincethepre-industrialperiod
Applicationofthemethodology(Jamaica&SaintLucia)
Futuredisruptions– DirectimpactsCoastalflooding- Jamaica
InundationofSIA(a,b,c)andNMIA(d,e,f)
Applicationofthemethodology(Jamaica&SaintLucia)
Futuredisruptions– DirectimpactsCoastalflooding- Jamaica
InundationofKCT(a,b,c)andHFCP(d,e,f)
Applicationofthemethodology(Jamaica&SaintLucia)
Futuredisruptions– Directimpacts
Coastalflooding– SaintLucia
InundationofGCIAandCSP
Applicationofthemethodology(Jamaica&SaintLucia)
Futuredisruptions– Directimpacts
Coastalflooding– SaintLucia
InundationofHIAandVFSP
Applicationofthemethodology(SaintLucia)
Impactsontheprimary“3S”tourismnaturalresource(beaches)
Indirectimpacts
Applicationofthemethodology(SaintLucia)
Indirectimpacts
Impactsontheprimary“3S”tourismnaturalresource(beaches)
Max. width reduction (expressed in percentage of their initial max. width) according (a) and (b) minimumand maximum beach retreat under an ESL of 1.2 m (for the year 2040) and (c) minimum beach retreatunder an ESL of 1.8 m (for the year 2100).
Applicationofthemethodology(SaintLucia)
Anestimationofconnectivityimpactsonthebasisofthenumberofpotentiallandslideshasbeencarriedalongtheconnecting roadnetworkbetweenthe2internationalairportsofSaintLuciaand30touristresortsidentified alongtheislandcoastlinethrough
(i) digitizationofthemajorroadnetworkusing theGoogleEarthApplicationand
(ii)thelandslidedensityperkilometer recordedduring theHurricaneTomas
Indirectimpacts
Connectivitywithtouristresorts
Applicationofthemethodology(SaintLucia)
Indirectimpacts
Connectivityissues:airportswithtouristresortsLandslidesalongtheroadnetwork
Majortouristicdestinations FromHIA FromGCIACas enBas 45.9 2.8
Anse Petience 9.5 33.5CoconutBay 0.4 42.6
Anse deSable_1 0.4 43.0Anse deSable_2 0.9 44.3SugarBeach 46.6 83.9Malgretoute 53.2 77.4Soufriere 60.2 70.4
AnseChastanet 65.9 64.7Canaries 98.0 38.3
Anse Cochon 111.3 25.0AnseGalet 114.6 21.6Anse LaRaye 116.7 19.6
Roseau 124.4 11.9Marigot 126.5 9.8
GrandeCul DeSac 40.6 3.3LaToc 42.2 1.4Vigie 43.0 0.0Choc 43.5 0.5
AlmondMorgan 43.8 0.8St.James 43.9 0.8
Labrelotte_1 44.2 1.1Labrelotte_2 44.2 1.2
Trouya 44.3 1.3Reduit 44.9 1.8
Rodney_1 45.4 2.4Rodney_2 45.6 2.5
PigeonIsland 45.7 2.6SmugglersCove 45.9 2.8
LeSport 46.2 3.1
Conclusions
ü Thereissignificantandincreasingmarineinundation risktocriticalassets,withtheSIAinJamaicaandtheSaintLucianairportsandseaportsbeing themostvulnerable
ü Severeimpactsareprojectedevenunder theAOSISadvocatedtemperatureincreasecapof1.5oC.
ü Underincreasingbeacherosionandflooding, thelong-termrecreationalvalueoftheSaintLuciabeachesmayfallconsiderably
ü InSaintLuciatheconnectivityofthemajortransportationassetstothemajor touristdestinationsoftheislandisunder increasedriskbythelargedensityoflandslides
ü TheprojectedCV&Cimpactsoncriticaltransportinfrastructure, ifnotaddressedbyappropriateadaptationoptionsmayhaveveryseriousimplications fortheconnectivityofSIDStotheinternational communityandmarkets,aswellaseconomicandtrade-relatedrepercussions.