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Dan O’Connor, Team Leader Tunnels, GHD

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Page 1: Dan O’Connor, Team Leader Tunnels, GHDats2017.com.au/wp-content/uploads/2017/11/Mon-1150-Dan-OConnor... · • Bulk water passes through a DN750 cement lined mild steel pipe, located

DanO’Connor,TeamLeaderTunnels,GHD

Page 2: Dan O’Connor, Team Leader Tunnels, GHDats2017.com.au/wp-content/uploads/2017/11/Mon-1150-Dan-OConnor... · • Bulk water passes through a DN750 cement lined mild steel pipe, located

NightcapWTPOutletTunnelRehabilitateorReplace?DDO’Connor1 ,SRMacklin2

Page 3: Dan O’Connor, Team Leader Tunnels, GHDats2017.com.au/wp-content/uploads/2017/11/Mon-1150-Dan-OConnor... · • Bulk water passes through a DN750 cement lined mild steel pipe, located

Overview• BackgroundonNightcapWPT

• HistoryandsettingoftheNightcapWPTOutletTunnel

• TheProblem

• Successcriteria

• Constraintsontheproject

• Solutiondevelopment

• Solutionoutcomes

Page 4: Dan O’Connor, Team Leader Tunnels, GHDats2017.com.au/wp-content/uploads/2017/11/Mon-1150-Dan-OConnor... · • Bulk water passes through a DN750 cement lined mild steel pipe, located

Background

• Owner– RousCountyCouncil

• RousCountyCouncilistheregionalwatersupplyauthorityofNorthernRiversregionofNSW.

• NightcapWaterTreatmentPlantprovidesapproximately90%ofthewater.

• BulkwaterpassesthroughaDN 750cementlinedmildsteelpipe,locatedwithintheunlinedOutletTunnel.

Page 5: Dan O’Connor, Team Leader Tunnels, GHDats2017.com.au/wp-content/uploads/2017/11/Mon-1150-Dan-OConnor... · • Bulk water passes through a DN750 cement lined mild steel pipe, located

Construction

• DesignedbyGHDinlate1930s.

• Originalconceptconsistedof:• ~25mhighdam• Waterintaketower• CastIronDN500(mm)watertransferpipe• 1200mmwidex1800mmhighunlinedtunnel• Massconcretetunnelplug• Tunnelventilationintake

• Anecdotallythisreflectstheschemethatwasconstructedandfirstimpoundedin1953

Page 6: Dan O’Connor, Team Leader Tunnels, GHDats2017.com.au/wp-content/uploads/2017/11/Mon-1150-Dan-OConnor... · • Bulk water passes through a DN750 cement lined mild steel pipe, located

Upgrades

• Upgradeswerecarriedoutin1984:• Wideningofthetunnelto2200mmwide• InstallationofmildsteelDN750watertransferpipe

• Removalofrockfalldebris• Installationofsectionsofrocksupport• InstallationofintakeshaftforfutureWaterTreatmentPlant

• ConstructionofWaterTreatmentPlantin1992/3

• ConstructionofNewWaterIntakeFacilitiesearly2000’s

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TheProblem

• 2013safetyconcernsraisedregardingleaksaroundthemassconcretetunnelplug.

• Inspectionofthetunnelconsideredthatriskstothetunnel,watertransferpipesandplugwerehigh.

GHDengagedin2014

• ADN150ventilationpipeofunknownmaterial/conditionthatpenetratestheplug.

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SuccessCriteria

• Whatisasuccessfuloutcome?

• CriticalReview=Listening+Reflect

Twoseparablesuccesscriteria:

1. Isolationofthetunnelfromthereservoir;and

2. ImprovingtheriskratingoftheDN 750pipetotheyear2060andbeyond.

Page 9: Dan O’Connor, Team Leader Tunnels, GHDats2017.com.au/wp-content/uploads/2017/11/Mon-1150-Dan-OConnor... · • Bulk water passes through a DN750 cement lined mild steel pipe, located

Constraints

1. Access– Limitedaccesstothepipelineandtunnelportal

2. Operation- Criticalnatureofflowsintheexistingpipe

3. WorkHealthandSafety• Underground,and• Confinedspace.

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Access

1. Thetrackwaywasinpoorcondition

2. Necessarytoupgradetheaccesstrackforsignificantworksatthesouthernportal.

3. Crossedprivatelandwithariskthataccesscouldberestricted.

Page 11: Dan O’Connor, Team Leader Tunnels, GHDats2017.com.au/wp-content/uploads/2017/11/Mon-1150-Dan-OConnor... · • Bulk water passes through a DN750 cement lined mild steel pipe, located

Operation

1. Anyoutageofgreaterthan24hrswouldbecatastrophictoRous

2. DN750pipeandthetunnelhadtoremaininalmostcontinualoperation

3. Surfacebypasspumpingexpensiveandwouldresultinapipethatwouldpassunder/overtheonlyentrancetothewatertreatmentplant.

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WorkHealthandSafety

WorkHealthandSafetyAct(2011)requires:“personswhohaveadutytoensurehealthandsafetyto‘managerisks’byeliminatinghealthandsafetyriskssofarasisreasonablypracticable,andifitisnotreasonablypracticabletodoso,to

minimisethoseriskssofarasisreasonablypracticable”

1. Confinedspace

2. Unlinedrocktunnelthathadsufferedsignificantrockfallsintherecentpast.

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ConfinedSpace

ModelConfinedSpace– CodeofPractice(2014)• Reliesonthe“selfassessmentofrisk”• Owner,Rous,andtheirofficershaveadutyofcaretoensureworksusetheappropriatemeasuretoeliminateorminimiserisks.Inparticular:

“shouldeliminatetheriskof engulfment”

Concernsincluded:1. Uncertaintieswithregardtothebulkhead2. Restrictedmeansofescapeduetothepipesinthe

invert.

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Unsupportedground

Unsupportedgroundinexistingtunnels:• Therearenoregulations,AustralianStandardsorCodesofPractice

• Guidanceisgivenbysomerecentauthors:1. GilchristandLee,20142. Rosin,2005or3. RosinandBrown,2005

Thecombinationofrisksindicatedthatrehabilitationworkswithinthetunnelwouldpresentanunreasonablelevelofrisktopersonnelandthewatersupply

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SolutionDevelopment

• Conventionalmethods• Barringdownandrockbolting• Groutingtunnel

• Earlyisolation• Permanentbypasspumping

• ConstructabilityReview• 16differentsolutions• MCAwitha30/40/30Split

betweenCost,ConstructionRiskandResidualRisk• ConfirmedbyECIprocessandcompetitivetender

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SolutionOutcomes

• First:Permanentduplicationofthewatertransfersystem(pipejacking).

• Second:Newtunnelplugfromanadit(Conventional)

Pipejackiscomplete;Newtunnelplugduetobeginshortly.

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ConcludingRemarks

• Thereisawiderangeoftechnologiesthatcanbeusedintherehabilitationandreplacementoftunnels.

• Assessmentofriskconstraintsisvitalforsuccessfuloutcomes

• Itisvitallyimportanttocriticallyreviewtheobjectivesoftheworkattheoutsettomakesureweare“solvingtherightproblem” This work was conducted in collaboration with

Michael McKenzie Rous County Council Mark Stalhut of the NSW Public Advisory.