Extreme Winds Test Wood Pole Strength _ Overhead Transmission Content From TDWorld
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7/17/2015 ExtremeWindsTestWoodPoleStrength|OverheadTransmissioncontentfromTDWorld
http://tdworld.com/overheadtransmission/extremewindstestwoodpolestrength 1/5
May1,2007
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ExtremeWindsTestWoodPoleStrengthMichaelEngel,MidwestEnergyRichardBrownandEdmundPhillips,InfraSourceTechnologyandNelsonBingel,Osmose|T&DWorldMagazine
SEVEREWINDSTORMSOCCURINALLPARTSOFTHEUNITEDSTATESANDAROUNDTHEWORLD.Since2004,theSoutheasternUnitedStateshas
beenhitwithninemajorhurricanescausingbillionsofdollarsindamagetoelectricalandtelecommunicationsinfrastructure.AndinDecember2006,thePacificNorthwestexperienceditsworstwindstorminmorethanadecade,knockingoutpowertomorethan1.5millionhomesandbusinesses,andkillingatleastsixpeople.Stateutilitycommissionsareincreasinglyinvestigatingtheresponseofutilitiesafterastormandinvestigatinginfrastructuredamagethatoccursduringthemajorstorm.Utilitiesaretakingnoticeandarebeginningtoconsiderthepossibilityofexceedingminimumsafetystandardssothatstructureswillbelesslikelytofailduringextremewinds.
InAugust2006,MidwestEnergy(Hays,Kansas,U.S.)experiencedawindstormthatblewdowna2mile(3.2km)stretchofwoodtransmissionanddistributionpolesinwesternKansas.Allpolesbrokeatthegroundline.Thousandsofcustomersexperiencedoutages.
Afterthesefailures,MidwestEnergyhadmanyquestions,primarilyrelatedtothetransmissionpolefailures.Shouldthesetransmissionpoleshavefailed?Shouldthefailureshaveoccurredatthegroundline?Didthesetransmissionpolesexceedtheirdesigncriteria?Shouldinspectionshaveidentifiedthesepolesasbeingatriskforfailure?Arethereotherissuesrelatedtothepolefailuresthatarenottypicallyconsideredduringdesignandinspection?
STRENGTHVERSUSLOADING
MidwestEnergyisacustomerownedelectricandgasutilitythatservesabout80,000customersincentralandwesternKansas.ItislocatedinwhattheNationalElectricalSafetyCode(NESC)designatesastheHeavyLoadingDistrict.Thisrequiresallstructurestocomplywithwinterstormloadingcriteriaforheavycombinediceandwindloadingconditions:40mphwindwith0.5inches(64km/hwith13mm)ofradialiceontheconductors.Inaddition,whenthisparticulartransmissionlinewasdesigned,theNESCrequiredstructuresmorethan60ft(18m)talltowithstandextremesummerwindloading:90mph(145km/h)windonbareconductor.Theloadingsarethenfactoreddifferentlyforthegradeofconstruction.(Note:Anewdesignunderthe2007NESCwouldnotbesubjecttogreaterloadings.)
Thetransmissionlinewiththefailedpoleswasoriginallydesignedin1983.Itconsistsof70ft(21m)Class2DouglasFirpolesset9ft(2.7m)deep.Conductorsare477kcmilACSRattachedat57,45and37ft(17,14and11m)abovegroundwitha0.375inch(9.5mm)steelshieldwireatthetop.TomeetGradeBstrengthrequirements,spanlengthsforthisdesignarelimitedto425ft(130m).Theaveragespanlengthisapproximately388ft(118m).
Formostshortpoles,thetheoreticalpointofmaximumstresswilloccuratorbelowthegroundline.However,ifmostofthewiresareattachednearthetopofatallerpole,themaximumstresspointcanbeabovegroundline.Asthelocationofthewireattachmentsspreadsdownfromthetopoftallerpoles,themaximumstresspointmovestowardthegroundline.
Anobviousquestionwaswhethertherewasdeteriorationatthegroundline,reducingthe
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7/17/2015 ExtremeWindsTestWoodPoleStrength|OverheadTransmissioncontentfromTDWorld
http://tdworld.com/overheadtransmission/extremewindstestwoodpolestrength 2/5
strengthatthislocationandcreatingapointoffailure.Thesepoleshadbeenregularlyinspectedandtreated,andvisualexaminationdidnotrevealthepresenceofsignificantdecay.Aforensicloadinganalysiswasperformedtotestwherethetransmissionlinesshouldhavebrokenassumingnodeterioration.Thiswasdoneintwostages:apolestrengthcalculationandapoleloadingcalculation.
Thepolestrengthiscomputedateachpoleheight.Thisisfirstdoneatthegroundlineusingstandardmethods.Thestrengthatallotherheightscaneasilybecomputedknowingthatthestrengthofthepoleatagivenheightisproportionaltothecubeofcircumferenceatthisheight.Polestrengthversusheightcorrespondstothetopofthegreenareainthegraphonpage37.
Thewindforceonthepoleateachheightiscomputedusingstandardmethods.Thisforceisthenusedtocomputethecorrespondingbendingmomentateachpositionbelow.Thesumofallmomentsateachpointcorrespondstothetotalbendingmomentatthatpoint.Assuminga122mph(196km/h)wind,poleloadingversusheightcorrespondstothetopoftheyellowareainthegraph.
ThisprocesswasperformediterativelyandthroughitMidwestEnergyfoundthata122mphwindisrequiredtoblowdownthepole,assumingthepoleisat100%strength.Thegraphshowsthatthepolestrengthexceedsthepoleloadingabovethegroundline.Thismeansthatagroundlinebreakcanbeexpectedforthisparticulardesign.
DETERIORATIONANALYSIS
TheNESCrequiresthatwoodstructuresbereplacedorrehabilitatedwhendeteriorationreducesthestructurestrengthtotwothirdsofthatrequiredwheninstalled.GradeBconstructionrequiresthatawoodpolewithstandatleastfourtimes(overloadfactor)theloading.Replacementorreinforcementisrequiredwhendeteriorationreducestheoverloadfactorbelow2.67.Fieldmeasurementsofseveralfailedpolesindicatethattheeffectiveoverloadfactormayhavebeenreducedto3.5.Furtherreviewofpoleinspectionreportsrevealedthatnofailedtransmissionpoleswererecommendedforreplacementorrehabilitation.
Assumingaonethirdlossofstrength,analysesindicateagroundlinebreakwouldhappenat99mph(160km/h)winds.TheNESCsummerwindcriterionis90mph(145km/h).Recordedmaximumwindgustspeed,measuredseveralmilesfromthelinefailure,was88mph(142km/h).Thisstillraisesquestionsaboutwhetherornotthesepolesshouldhavefallendown.
RADIALBORINGEFFECTS
ThepolesinstalledontheMidwestEnergylinewereborednearthegroundlinetoallowtheinitialpreservativetreatmentamoreeffectivepenetration.Approximately24boringswithadiameterofeither0.25inches(6.4mm)or0.313inches(7.9mm)extend4.5inches(114mm)towardthecenterofthepole.Theseboringsimpactpolegroundlinestrength,andthisstrengthreductionisnotaccountedforbecauseofthebenefitofimproveddecayprevention.
Strengthreductionestimateshavebeenmadeassuminga47inch(1.2m)groundlinecircumferencewith24boringsaroundthecircumferencewitharepeatingpatternthatextends2ft(0.6m)aboveand4ft(1.2m)belowgroundline.Calculationsshowthattheremainingstrengthfromthe0.25and0.313inchboringsisapproximately83.5%and79.8%,respectively.Becausethemaximumstresspointoccurredatthegroundlineofthefailedpoles,theradialboringslikelyaffectedthefailurewindspeed.
Throughboringisanotheroptionforanimprovedinitialpreservativepoletreatment.Theboringsrunparalleltothedirectionofthewiresandgoallthewaythroughthepole.A2005studybyOregonStateUniversitydeterminedthattheimpactstrengthwiththroughboringseemslessthanradialboring.Thus,throughboringmaybeanoptionforutilitiestoconsiderinthefuture.Resultswillbereviewedatthe2007annualmeetingoftheANSIO5committeetodetermineiftheimpactonnewpolestrengthneedstobeaddressedintheANSIO5.1newpolespecifications.
WOODPOLEMAINTENANCE
MidwestEnergyregularlyinspectsandtreatsitswoodpoles.Whennecessary,treatmentisaccomplishedbyboringholesnearthegroundlineandinsertinganaluminumtubewiththefumigantmethylisothiocyanate(MITC).Afterthe2006storm,theutilityraised
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7/17/2015 ExtremeWindsTestWoodPoleStrength|OverheadTransmissioncontentfromTDWorld
http://tdworld.com/overheadtransmission/extremewindstestwoodpolestrength 3/5
thequestionastowhethertheboringsfromthemaintenanceprogramwerehavingameasurableimpactonpolestrength.Forthetransmissionstructuresinquestion,fourboringsarespacedaroundthepolecircumference90degreesapartsothattheentirecrosssectioncanbetreatedmoreeffectively.Eachboringis6to8inches(150to200mm)higheronthepole,creatingaspiralpattern.
Onlyoneoutofthefourboringswillimpactpolebendingstrengthforaspecificwinddirection.Itisestimatedthatthereductioninstrengthresultingfromoneboringwillreducethepole'stransversebendingstrengthbylessthan5%.Thisisnotsignificant,becausetheaveragepolestrengthhasavariationofapproximately20%.Theinspectionandmaintenanceprogramwillcontinuesothatsupplementalpreservativescanhelpextendapole'susefullife.
DISTRIBUTIONPOLES
Thedistributionpolesthatblewoverwererightacrossthestreetfromthetransmissionlines.Thispresentedtheopportunitytoexaminetheabilityofthesestructurestowithstandhighwindsandtocomparetheseresultstothetransmissionstructures.
BothClass4andClass5distributionpolesfailed.Allfailedpoleswere35ft(10.7m)tallSouthernPinewood,set5.5ft(1.7m)deep,andhad8ft(2.4m)crossarmssupportingthreeprimaryconductors.Aloadinganalysissimilartothetransmissionanalysisshowed,assumingnostrengthdeterioration,amaximumwindspeedof144mph(232km/h)fortheClass4polesand128mph(206km/h)fortheClass5poles.Assumingaonethirdstrengthreduction,maximumwindspeedscorrespondto118mph(190km/h)and105mph(169km/h).
Basedonthedistributionpoleanalysisandconservativeassumptions,windgustspeedswerehighlylikelytobegreaterthan118mph(190km/h).Thisisclosetoexceedingthedesignstrengthofthetransmissionstructuresassumingnodeterioration(122mph),andexceedsthedesignstrengthofthetransmissionstructureswhenaccountingfora20%strengthreductionduetoradialboring.Inthiscase,itseemslikelythatthewindloadingssimplyexceededstructuredesignstrength.
Recallthatlocalweatherstationsonlyrecordedmaximumwindgustspeedsof88mph(142km/h)inthearea.Animportantlessonisthatlocalizedweathereffectscanresultinwindsmuchstrongerthanthoserecordedatnearbyweatherstations.Inthiscase,itispossiblethatamicroburstoccurred,whereprecipitationcooledairrushesrapidlytowardthegroundandthenspreadsoutatveryhighspeeds.Damagefrommicroburstscanbesimilartodamagefromtornadoes.
SYSTEMHARDENING
Hardeninginfrastructureforhighwindisanemergingbutimportanttopic.Ideally,autilitycancomputetheexpecteddamagethatwilloccurinfuturestorms,computethecostofvarioushardeningoptionsandcomputetheexpecteddamagereductionthatwillresultfromeachoftheseoptions.Thisprocessallowsfordecisionstobemadebasedonquantifiablecostsandbenefits,andgoesfarbeyondthedesignofastructuretoaspecificwindspeed.Possibilitiesforstrengtheningtransmissionanddistributionlinesincludestrongerpoles,upgradedpoles,shorterspans,smallerconductors,stormguying,pushbraces,lesspolemountedequipment,fewerthirdpartyattachments,aggressivetreeremovalandamultitudeofotheroptions.
Achievingtheproperlevelofinfrastructureperformanceduringhighwindsatthelowestpossiblecostisadauntingtask,butwillincreasinglybedemandedofutilitiesbytheirregulatorsandcustomers.Nowisthetimeforutilitiestostartcollectingdetaileddataonfailuresthatoccurduringextremeweather.Nowisthetimeforutilitiestoperformforensicinvestigationsonstormdamage.Nowisthetimeforutilitiestoquestionwhethertheuseofexistingdesignstandardsasthebasisofstructurestrengthwillresultinadequateperformance,orwhetherhardenedsystemsareintheirfuture.
MichaelV.EngelisthevicepresidentofengineeringandassetmanagementforMidwestEnergy.HeisformerchairofboththeMidwestEnergyAssociationElectricActivitiesandtheIEEEPlanningandImplementationCommittee.EngelearnedhisBSEEdegreefromKansasUniversityandhisMBAdegreefromFortHaysStateUniversity.mengel@mwenergy.com
RichardE.BrownisthevicepresidentofoperationsforInfraSourceTechnology.Heis
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7/17/2015 ExtremeWindsTestWoodPoleStrength|OverheadTransmissioncontentfromTDWorld
http://tdworld.com/overheadtransmission/extremewindstestwoodpolestrength 4/5
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anIEEEfellow,vicechairofitsPlanningandImplementationCommittee,andauthorofthebookElectricPowerDistributionReliability.HeearnedhisBSEE,MSEEandPhDdegreesfromtheUniversityofWashingtonandhisMBAdegreefromtheUniversityofNorthCarolina.richard.brown@infraSourceinc.com
EdmundG.PhillipsisanadvisorforInfraSourceTechnology.HeearnedhisBSEEandMSEEdegreesfromFloridaInternationalUniversity,wherehewasawardedElectricalEngineeringGraduateoftheYear.edmund.phillips@infraSourceinc.com
NelsonG.BingelisthevicepresidentofengineeringforOsmoseUtilitiesServices.HeischairmanoftheANSIO5Committee,whichisresponsiblefornewwoodpolespecifications,andisaprincipalmemberoftheStrengthandLoadingSubcommitteeoftheNationalElectricalSafetyCode.HeisagraduateofPurdueUniversity.
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