JTG-T D70-2-01-2014(EN) 公路隧道照明设计细则 英文版

RecommendedIndustryStandardsofthePeople'sRepublicofChina中华人民共和国行业推荐性标准GuidelinesforDesignofLightingofHighwayTunnels公路隧道照明设计细则(英文版)RecommendedIndustryStandardsofthePeople'sRepublic中华人民共和国行业推荐性标准GuidelinesforDesignofLightingofHighwayTunnels公路隧道照明设计细则(英文版)Editingorganizationincharge:ChinaMerchantsResearch&DesignIssuingauthority:MinistryofTransportofthePeoplesRepublicofChina第50号交通运输部关于发布《公路隧道设计规范第一册生建工程》英、法文版等7项公路工程行业标准外文版的公告版[JTGH12-2015(EN)]。上述标准外文版的管理权和解释权归中华人民共和国交通运输部，日常标准外文版与中文版如在技术内容上出现异议时，以中文版为准。2023年9月20日2023年9月21日印发英文版编译出版说明标准是人类文明进步的成果，是世界通用的技术语言，促进世界的互联互通。近年来，中国政府大力开展标准化工作，通过标准驱动创新、协调、绿色、开放、共享的共同发展。在丝绸之路经济带与21世纪海上丝绸之路，即“一带一路”倡议的指引下，为适应日益增长的全球交通运输发展的需求，增进世界连接，促进知识传播与经验分享，中华人民共和国交通运输部组织编译并发布了一系列中国公路行业标准外文版。中华人民共和国交通运输部发布的公路工程行业标准代号为JTG,体系范围涵盖公路工程从规划建设到养护和运营管理全过程所需要的设施、技术、管理与服务标准，也包括相关的安全、环保和经济方面的评价等标准。总体总体通用公路建设公路管理站所装备公路养护综合公路运营造价公路工程标准体系运行息统信系检测评价养护施工应急处置养护决策收费服务护计养设路域环境服务路同车协施工造价造价造价检测智慧设计试验监理执法i《公路隧道照明设计细则》(简称《细则》)是公路隧道照明设计有关的重要技术标准，主要用于各等级的新建和改扩建山岭公路隧道照明设计和运营，可供隧道运营管理企业、设计院、施工企业、工程监理等使用。2000年由交通部首次发布实施《公路隧道通风照明设计规范》(JTJ026.1—1999),作为公路隧道照明设计首部专业规范，对规范设计行为、保障我国公路隧道运营安全和推进公路隧道照明科技进步均起到了重要作用。细则》在充分总结中国相关科研成果和大量工程经验的基础上，吸收借鉴国际先进的公路隧道照明技术，进行改进与修订，2014年发布修订版《细则》。《细则》以科学合理、经济安全、利用高效为基本制订原则，重点对公路隧道照明设计和运营的技术要求进行统一和规范，主要内容包括照明设置条件与方法、短隧道照明设计参数、分期实施、运营调光模式、节能标准等。本英文版的编译发布便是希望将中国的工程经验和技术成果与各国同行进行交流分享，为其他国家山岭公路隧道照明设计与运营提供参考借鉴。《公路隧道照明设计细则》英文版的编译工作由中华人民共和国交通运输部委托招商局重庆交通科研设计院有限公司主持完成，并由中华人民共和国交通运输部公路局组织审定。本规范在编译过程中得到欧美多名专家的支持，特别感谢巴基斯坦专家AsimAmin、澳大利亚专家ArnoldDix、中国专家黄梦琪，以及巴基斯坦专家AbuBakar、SaifAliTahir等在编译与审定期间给予的协助与支持。本英文版标准的内容与现行中文版一致，如出现异议时，以中文版为准。感谢中文版主要编写者蒋树屏、陈建忠先生在本英文版编译与审定期间给予的指导与支持。如在执行过程中发现问题或有任何修改建议，请函告英文版主编单位(地址：重庆市南岸区学府大道33号隧道与地下工程研究院，邮政编码：400067,电子邮箱：chengliang@),以便修订时研用。英文版主编单位：招商局重庆交通科研设计院有限公司英文版主编：胡学兵英文版主审：AsimAmin(巴基斯坦)、BediAnmol(澳大利亚)英文版参审：张慧或(中国),黄梦琪(中国),AbuBakar(巴基斯坦),SaifAliTahir(巴基斯坦)ThePeople'sRepublicofChinaNo.50PublicNoticeonIssuingtheEnglishandFrenchVersionsofSevenHighwayEngineeringIndustrialStandardsforDesignofHighwayTunnelsSection1CivilEngineeringTheEnglishandFrenchversionsofSpecificationsforDesignofCivilEngineering[JTG3370.1—2018(EN),SubstitutingJTGD70—2004(E);andJTG3370.1—2018(FR)],theFrenchversionofSpecificationsforTunnelsSection2TrafficEngineeringandAffliatedFacilities[JTGD70/2—2014(FR)],theEnglishversionofGuidelinesforDesignofLightingofHighwayTunnels[JTG/TD70/2-01—2014(EN)],theEnglishversionofGuidelinesforDesignofVentilationofHighwayTunnels[JTG/TD70/2-02—2014(EN)],theEnglishversionofSpDesignofHighwayTunnels[JTG2232—2019(EN)],andtheEnglishversionofTechnicalSpecificationsofMaintenanceforHighwayTunnel]JTGH12—2015(EN)]areissuedherebyforpromotinginternationallcooperationThegeneraladministrationandfinalinterpretationoftheforeignlanguageversionsoftheabomentionedstandardsbelongtoMinistryofTransport,whileparticularinterpretaapplicationandroutineadministrationshallbeprovidedbCommunicationsTechnologyResearchIneventofanyambiguityordiscrepanciesbetweentheforeignlanguageverComments,suggestionsandinquiriesMerchantsChongqingComLtd.(Address:InstituteofTunnelandUndergroundEngineering,No.33XuefuAvenue,Nan').District,Chongqing,P.R.ChinGeneralOfficeofMinistryofTransportStandardsreflecttheachievementofcivilizationandprogress,providecommonlanguagesfortechnicalcommunicationsandimproveglobalconnyears,ChinesegovernmenthasbeenproactivelyimplementingthestandardizationtoinChinaandworldwide.InlightofmutualEconomicBeltandthe21st-OneRoad"initiative),theMinistryofTransportofthePeople'sRepublicofChinaorganizedtranslationandpublishedintemationalversionindustrystandardsandspecificationstointernationalcooperationinworldtransportation,achievedevelopmentandprornoteknowledgedispersionrandexperiencesharing.JTGisthedesignationreferringtothetransportationindustry,issuedbytheMinistryofTransportofthePeople’sRepublicofChina.Itcoversthestandardsandspecificationsintermsoffaciltechnologs,administrationandserviceforthewholeprocessfromhTheGuidelinesforDesignofLightingofHighwayTunnels(hereinafterreferredtoastheGuidelines)areimportanttechnicalstandardsforthelightingdesignofhtunnels.Itismainlyusedbytunneloperationinstitutes,constructionenterprisesandenginandoperationofnew,modifiedandelevels.In2000,theGuidelinesforDesignofLightingofHighwayTunnels(JTJ026.1—1999)werefirstissuedforimplementationbytheMinistryofTransport.AsthefirstprofessionalspecificationsforthelightingdesignofhighwaytunnelshaveplayedanimportantroleioperationsafetyofhighwaytunnelsinChina,andpromotingtechnologicalprogressofhighwaytunnellighting.OnthebasisoffullysummartherelevantscientificresearchachievementsandrichChina,theGuidelineswereimprovedadvancedhighwaytunnellightingtechniques.In2014,therevisedversionoftheGuidelineswasreleased.Basedonthebasicprinciplesofscientificrationality,standardizingthetechnicalrequirementsforlightingdesignandoperatiotunnels,andinvolvelightingsettingconditidesignparameters,implementationbystages,operatingenergy-savingstandards.ThepurposeofcompilinganachievementswithcounterpartsinlightingdesignandoperationofmoBasicHighwaymaintenanceMainte-Maintenan-Construc-Vehicle-roadinter-TheMinistryofTransportofthePeople'sRepublicofChinaentrustedChinaMerchantsChongqingCommunicationsTechnologyResearch&DesignInsCo.,Ltd.topresideoverthecompilationoftheEnglishversionofGuidelinesfDesignofLightingofHighwayTunnels,andtheHighwayBureauoftheMinistryofkTransportofthePeople'sRepublicofChinaorganizedtheSpecificationsweresupportedbycompilation.SpecialthanksarealsogiventoAustralianexpertArnoldDix,ChineseexpertHuangMengqi,PakistaniexpertsAbuBakarandSaifAliTahirapprovaloftheseSpecificaTheEnglishversionofthisstandardisconsistentwiththecurrentCIntheeventofanyambiguGratitudeisgivenheretoMr.JiangShupinginchargeoftheChineseversion,forandapprovaloftheEnglishversion.Comments,suggestionsandinquiriesarewelcomeandsheditingorganizationUndergroundEngineeringResearchInstitanDistrict,Chongqing,InstituteC6.,Ltd.,No.3code;400067,e-mail:chengliang@).EditingorganizationinchargeforEnglishveChinaMerchantsChongqingCommunicationsChiefeditorforEnglishversion:HuXuebingRevieweditorforEngAsimAmin(Pakistan)andBediAnmol(Australia)AssociaterevieweditorsforEnglishversioZhangHuiyu(China)HuangAbuBakar(Pakistan)SaifAliTahir(PAccordingtotheNoticeon2007CompilationandReuisionPlanofHighwayEngineeringStandard(JGLF[2007]No.378)issuedbytheMinistryofTransport,ChinaMerchantsChongqingCommunicationsTechDesignInstituteCo.,Ltd.isresponsibleforthecompofLightingandVentilationofHighwayTunnels,AsthefirstprofessionalstandardforSpecificationsfortheDesignofVentilanonandLightingofHighwayTunnels(JTJ026.1—1999)hasplayedanimportantroleinthesafetysafeguardandlightingtechnologypromotionofissuanceonJune1,2000.Formorethantenyenlargedandthetypesofhighwaytunintheconstruction,operationandmanagementconservationlightingtechnologies.Onthebasisofengineeringpracticescientificachievementsinftheories,newtechnologies,newmaterialsandnewfromforeignexperienceandadvancedtechnologiesintunnel.Withconsiderationtotheenergy-conservationteofhighwaytunnelandthestatusoftunnellightingconstructioninChina,tunnellightingrequirementsintheSpecificationforDesignofTrafficEngineeringofHighwayTunnels(JTG/TD71—2004)andSpecificationsforDesignofVentilationandLightingofHighwayTunnels(JTJ026.1—1999)areamendedandexpandedandtheGuidelinesforDesignofLightingofHighwayTunnels(JTG/TD70/2-01—2014)isherebyissuedafterapprovalforimplTheGuidelinesconsistsofelevenProvisions,2GlossaryandSymbols,3General,4LightingLightingofTransitionZone,6LightingofInteriorZone,7LightingofExitZone,8EmergencyLightingandApproachfMeasures,10LightingCalculation,11DesignPrinciplesofDimming,AppendixAPre-digestionLuminanceFactorofRoadSurfaceandAppendixComparedwiththeSpecificationsforDesignofVentilationandLightingofHighwayTunnels(JTJ026.1—1999),thelightingindicators,dimmingconservationstandarrequirementsoftunnel,lightingsettingatthresholdzoneandluminancezoneadjustedandtheadaptationluminaindicatorsrevisedherein.Meanwhile,requirementsofshorttunnellightingandindicatorsofenergy-conservationlightsourcesarenewlyAllunitsrelatedshallinformtheroutinemanagementteamoftheproblemsandsuggestionsfoundinimplementationforrcontactpersonTuYunat33XuefuAvenue,Nan'anDistrict,4MunicipalityviaTel.NoFaxNondE-mailNo.ChinaMerchantsChongqingCommunicationsTechAssociateeditingorganizatioZhejiangProvincialInstituteofCommunicationsPlanning,Design&Chiefeditor:JiangShupingi'8 4 4 5 7 44 46AppendixAPre-digestionLuminanceFactorof AppendixBExamplesofLightingCalculation 55unifythelightingdesignstandardsofhighwayconformtotheprinciplesofscientific,reasonable,economic,safeandefficientutilizaBackground:Toensureavisibleenvironment,lightingshallbeequippedwithintunnels.Thelucompatiblewiththereal-timetrafficflowandadaptationofluminance.Thus,illuminationdimmingissignificantintunneloperation,TheGuidelinesprovidesatechnicalbasisforthelightingdesignandoperationofhighwaytunnelssoastorealizesafeoperationandenergy-coexpressway,Class-K,Class-2,Class-3andClass-4hiBackground:TheGuidelinesispreparedforthemountaintunnelsofhighwaysatdifferentgrades.Othertunnels,suchassubmergedtunnel,urbantunnelandmountaintunnelhavenofundamentaldifferenceinlightingsectioning,lightingcalculationandotheraspects,buttheirmaindifferen.3ThelightingdesignofhighwaytunnelshallbeincorporfBackground:feryandenergyconsumpflightingfacilitiesisrelatedtothetunnellength,horizontalcurvTheadaptationluminanceisrelatedtotheheightofsideandfrontslopesandvegetationatthe/tunnelportalaswelltunnelframetypeanddecoration.Luminairessettingoutsidethetunnelarerelatedtothestructuresofroadsegment.Therefore,lightingdesignshallbeincludedintheoveralldesignoftunnel.1.0.4Thedesignhourlyvolume(DHV)inthelightingdesignofhidesignpeakhourlyvolume(PHV)ofhybridvehicles.Background:Infeasibilitystudyreportofengineering,passengercarunit(pcu)isusedfortrafficvolumeforecast.Duringlightingdesign,PCUtrafficvolumeshallbeconvertedintoPHVofhybrid1.0.5Lightingdesignofhighwaytunnelshallbesubjecttotheplanningandintegrateddesign;andlightithetrafficvolumeforecastchBackground:safety,reduceinitialinvestmentanddecreasesystemoftunnelmaybeimplementedinstagesaccordingtothetraffievolumeforecastchanges.Accordingtosurveys,lightingfaclliiesarenormallyimplementedintvostages:lightingdesignofexpresswayandClass-1arterialhighwaysphasesinbytenyears;thatofClass-1,Class-2andClass-3collector-distributorhiglwaysphasesinbysevenyears;thatofClass-4highwaysisconfirmedaccordingfoindividualcases.Sincetrafficvolumedevelopsdifferently,toreasonablysetupthelightingsystem,itmaybebuiltinsiagesaccordingtothetrafficvolumeforecastchanges.Takingathree-stagedlightingsystemforanexample,forexpresswayandClass-1arterialhighway,DhVofthefirststageis350veh/(h·ln),thatofthesecondandthirdstagesisconfirmedaccordingtothetrafficvolumeforecastintenyearsandtwentyyearsrespectively;forClass-1,Class-2andClass-3collector-distributorhighways,DHVofthefirststageis180veh/(h·ln),thatofthesecondandthirdstagesisconfirmedaccordingtothetrafficvolumeforecastinsevenyearsandfifteenyearsrespectively.Duringthestagedprogramoflightingdesign,lightsources,lightinglayout,powerchangeandotherfactorsaregenerallyconsidered.Anoptimalprogrammeetingthelightingrequirementsofeachstageisselectedaccordingtothecomprehensiveeconomicanalysisandco1.0.6LightingdesignofhighwaytunnelssabnormaltrafficconditiBackgroundAbnormaltrafficconditionsincludetrafficaccidevacuationandrescueaswellasmaintenance,overhauling,constructionandothersituationsrequiringspeciallighting.BackgroundReliableandadvanceddimmingisimportantforsafeoperationandenergyconservationofatunnel.Bydimming,theluminancelevelcanbemorecompatiblewithreal-timerafricHowandadapluminancesoastoensuretheoperationsafetyandenergyconserva1.0.8Newtheories,newreliablyadoptedforthelightingdesignofhighwaytunnelBackground:Sincetheturnofthe21century,agreatnumberofstudiesonlightingofhighwaytunnelhavebeencarriedoutathomeandabroad.Withtheproposaloftheoriesormethodssuchas“permeationratio”,“mesopicvision”and“smartdimming”andthedevelopmemtandapplicationofnewlightsourcessuchasLEDandsingle-cappedelectrodelessfluorescenttube,thelightingtechnologiesofhighwaytunnelhavemadegreatprogress,Theapplicationofnewtheories,newtechnologies,newmaterialsandnewequipmentimproveslightingquality,savesenergy,andmakestumorescientificandreaso1.0.9InadditiontotheseGuidelinetherelevantprovisionsofcurrentnationalandindustrialS4IlluminanceofapointreferstotheratiooftheluminousfluxofsurfaceelementtothearLuminancereferstotheluminousintensityoftheprojectedunitaAccesszonereferstothesegmentofonestoThresholdzonereferstothefirTransitionzonereferstothelightingsectionbInteriorzonereferstdrivingdirection,wheretherequiredluminancefoExitzonereferstothelightingsect52.1.8AdaptationlAdaptationluminancereferstotheaverageluminancethroughstoppingdistancetoEmergencylightingreferstothelightingenabledintlightingduringpedestrianevacuationtoens2.1.10AverageAverageroadsurfaceilluminancereferstothemeasuredorcalculatediluminancepre-setontheroadsurfaceluminancereferstothemeasuredf2.1.12OveralluniformityoftheluminanceofroadsurfaceOveralluniformityoftheluminanceofroadsurfacereferstotheratiooftheminimumltheaveragelum2.1.13LongitudinaluniformityoftheluminanceofroadsurfaceLongitudinaluniformityoftheluminanceofroadsurfacereferstotheratiooftheminimumluminancetothemaximumluminanceonroadsurfacecenMaintenancefactorreferstotheratiooftheaverageservicetime,whichisaffectedbyLampLumenDepreciation(LLD),dirtandothers,totheUtilizationfactorreferstotheratiooftotall6Ie—luminousintensityofluminairesatcalk—LLDfactorofluminanceatthresholdzone;Ln—luminanceatinteriorzoLmin—theminimumroadsurfaceluminance;Lmin—theminimumluminanceofroadsurfacecenterline;Lmax—themaximumluminanceofroadsurfacecenterline;L₁—luminanceattransitionzoN—designhourlyvolume(DHV);73.0.1Designoflightingofhighwaytunnelsshaluminance,overalluniformityoftheluminanceofroadsurface,longitudinaluniformityoftheluminanceofroadsurface,flickerandguidance.Background:Driversvisuallyperceivetheluminanceofroadsurfaceduringdriyinscientificandreasonabletotakeluminancenow,theInternationalCommissiononlllumination(CIE)andindicatorasthebasisforcompiFlickerfrequencyoflightingsystemisrelateandotherfactors.ReasonableflickerfrequencycanavoidvisualGuidancereferstotheguidanceoflightingfacilities,providingvisualgudirection,alignment,andgra3.0.2Lightingfacilitiesoequalto200mandthatofClass-1highwayshallbeequippedwitfacilities;Class-2highwaytunnelswithalengthmoreshallbeinstalledwithlightingfacilitiesaccordi4Thetunnelswithpedestr5ThetunnelswithoutlightingfacilitiessBackground:TunnelmanagementauthoritiesanddesignauthoritiesofrequirementsonthelengthofelectriclightingwithconsiderationInconsiderationoftherelativelysmalltrafficvolumeandlowervehicleClass-2,Class-3andClass-4highwaytunnels,requifementsonthelengthofmadeonthebasisofoperatThelightingfacilitiesofClass-3andClass4highwaythighwayfunction,importance,localeconoTable3-1TunnellengthrequirementsforlightingfacilNote:lengthsinthetableareforstraighttGuidingdevicesfavorthemarkingoftunnelalignmentandprofisafety.Self-luminousguidingdevice3.0.3LightingdesignofhighwaytunnelsshallbecomprehensivebasedontheadequatedataoncivilworksS1Thetunnelportalorie2Adaptationluminanceshallbeprluminance-reductionprogrammaybeformulatedifnecessary.3Luminanceindicatorsofthresholdzone,transitionzone,interioreachstageshallbeconfirmedaccEnergy-conservationlightsourinstallationmethodsandlocationsofluminairesshallbedecidedaccordingtothetypeof5Luminairespacing,theuniformityoftheluminanceofroadsurfaceandotcalculatedaccordingtotheroadsurface6Adaptationluminanceshouldbemeasuredandveriworksoftunnelportal.Background:designofhighwaytunnelsarerelatedtotunneiportalorientation,exteriorenvironment,roadsurfacematerials,traffieyofumeandothers.Therefore,comprehensiveconsiderations,Exteriorenvironmentincludestopographyoftunnellocation,vegetation,verticalAdaptationluminanceisoneofkeyconsiderationsfortunnellighting.Itisgrorientation,skypercentagethrougha20°conicalfieldofview,vegetationandshallbeprimarilyconsideredatthebeginningofthrougha20°conicalfieldofvieworhasbrightportalbeincreased,andthusaggravatingthe"blackholeeffect"andincreasingtheenBythistime,luminance-reductionmeasuresmaybeadoptedtodecreas3.0.4TheDHVofdailytraffic(AADT)proposedinthefeasibilitystudyreport1TheDHVfactorfeasibilitystudyreportdoesnotexplicitlyputforwamountainousandhillyterrandneartown9%.2ThedirectionaldistributionfactorofprovidedinthefeasibilitystudyreporexplicitlyputforwardBackground:Afterextensivesurveys,theDHVfactorproposedbyfeasibilitystudyreportsofexpresswayprvariesfrom9%to12%.Inordertoavoidsign,thetrafficvolumeofpassengercarunit(PCU)isconvertedintothePHVfhybridvehiclesinaccordancewith“RepresentativeVehicleTypesandVehicleConversionFactor”intheTechnicalStandardofHighwayEngineering(JTGB01-2003)andspecifictrafficcompositionofprojectsaspertheStep1:converttheAADT(pcStep2:respectivelycalculatethePHVofPCUcorrespondingtoeachtrafficcompositionpercentageproposedinStep3:convertthetraffievolumeofPCUofeachvehicletypeintothePHV(veh/h)ofvehiclesinaccordancewith“RepresentativeVehicleTytheTechnicalSiandardofHighwayEngineering(JTGB01-2003).3.0.5Unidirectionaltraffictunnellightingconsistsofthelightingatthresholdzone,interiorzoneandexitzoneandapproaczone.Lightingsectionsare3.0.6Bidirectionaltraffictunnellightingisdividedintothelightingzone,interiorzoneandapproachandtheluminance-reductionf/CzonezoneZonezonezone VFigure3.0.5LightingsectionsofunidP-tunnelportal;S-startofaccesszone;A-adaptionpoint;d-adaptiondistance;1,(S)-adaptationthresholdzone;L,LandL-luminanceattransitionzone;Lo-luminanceatinteriorD,Da-respectivelengthofaccesszoneI(TH₁)andaccesszoneI(TH₂);D,DandDg-respectivelengthoftr(TR₁),transitionzoneIⅡ(TR₂)andtransitionzoneIII(TR₃);D-lengthofinteriorzone;DaandD.-respecti☑drivingdirection$DmDDDaccessthresholdtransitionDntransitionthresholdaccessFigure3.0.6Lightingsectionsofbi-directioBackground:3.0.5～3.0.6Sectionallightingailuminancetolow/highluminance.Theadaptiontimenormallylongerthanthatfromlowluminanceto3.0.7Lightingatthresholdzone,transitionzoneandexitzoneconsistsofBackground