Extreme Winds Test Wood Pole Strength _ Overhead Transmission Content From TDWorld

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May 1, 2007 TWEET COMMENTS 0 Extreme Winds Test Wood Pole Strength Michael Engel, Midwest Energy; Richard Brown and Edmund Phillips, InfraSource Technology; and Nelson Bingel, Osmose | T&D World Magazine SEVERE WINDSTORMS OCCUR IN ALL PARTS OF THE UNITED STATES AND AROUND THE WORLD. Since 2004, the Southeastern United States has been hit with nine major hurricanes causing billions of dollars in damage to electrical and telecommunications infrastructure. And in December 2006, the Pacific Northwest experienced its worst windstorm in more than a decade, knocking out power to more than 1.5 million homes and businesses, and killing at least six people. State utility commissions are increasingly investigating the response of utilities after a storm and investigating infrastructure damage that occurs during the major storm. Utilities are taking notice and are beginning to consider the possibility of exceeding minimum safety standards so that structures will be less likely to fail during extreme winds. In August 2006, Midwest Energy (Hays, Kansas, U.S.) experienced a windstorm that blew down a 2mile (3.2km) stretch of wood transmission and distribution poles in western Kansas. All poles broke at the ground line. Thousands of customers experienced outages. After these failures, Midwest Energy had many questions, primarily related to the transmissionpole failures. Should these transmission poles have failed? Should the failures have occurred at the ground line? Did these transmission poles exceed their design criteria? Should inspections have identified these poles as being at risk for failure? Are there other issues related to the pole failures that are not typically considered during design and inspection? STRENGTH VERSUS LOADING Midwest Energy is a customerowned electric and gas utility that serves about 80,000 customers in central and western Kansas. It is located in what the National Electrical Safety Code (NESC) designates as the Heavy Loading District. This requires all structures to comply with winterstorm loading criteria for heavy combined ice and wind loading conditions: 40 mph wind with 0.5 inches (64 km/h with 13 mm) of radial ice on the conductors. In addition, when this particular transmission line was designed, the NESC required structures more than 60 ft (18 m) tall to withstand extreme summer wind loading: 90 mph (145 km/h) wind on bare conductor. The loadings are then factored differently for the grade of construction. (Note: A new design under the 2007 NESC would not be subject to greater loadings.) The transmission line with the failed poles was originally designed in 1983. It consists of 70ft (21m) Class 2 Douglas Fir poles set 9 ft (2.7 m) deep. Conductors are 477 kcmil ACSR attached at 57, 45 and 37 ft (17, 14 and 11 m) above ground with a 0.375inch (9.5 mm) steel shield wire at the top. To meet Grade B strength requirements, span lengths for this design are limited to 425 ft (130 m). The average span length is approximately 388 ft (118 m). For most short poles, the theoretical point of maximum stress will occur at or below the ground line. However, if most of the wires are attached near the top of a taller pole, the maximum stress point can be above ground line. As the location of the wire attachments spreads down from the top of taller poles, the maximum stress point moves toward the ground line. An obvious question was whether there was deterioration at the ground line, reducing the JUL 16, 2015 JUL 16, 2015 JUL 16, 2015 JUL 16, 2015 AUG 18, 2014 JUL 18, 2014 JUL 2, 2014 Connect View All Webinars » Latest News ARTICLE Finding Generation Options NEWS EEI and DOE Announce Initiative to Drive Veterans to Utility Industry Jobs ARTICLE Report from CIRED 2015 ARTICLE Marianna Vaiman: Protecting the Power Grid Project Spotlight: AMFC ARTICLE The Inside Scoop on the Advanced Meter Fort Collins Project INFOGRAPHIC 20 Questions to Ask Before You Buy a Smart Meter GALLERY HOME > OVERHEAD TRANSMISSION > EXTREME WINDS TEST WOOD POLE STRENGTH SHARE Subscribe About Us Magazine Issues Advertise Shop Electrical Jobs Today Newsletters Energy Times Overhead Distribution Overhead Transmission Underground T&D Substations Smart Grid Smart Consumer Renewables REGISTER LOG IN

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  • 7/17/2015 ExtremeWindsTestWoodPoleStrength|OverheadTransmissioncontentfromTDWorld

    http://tdworld.com/overheadtransmission/extremewindstestwoodpolestrength 1/5

    May1,2007

    TWEET COMMENTS 0

    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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