ISO 04982-2023.docx

INTERNATIONA1.STANDARDISO4982editionFirst2O23-O6P1.asticspipingsystemsfornonpressureundergroundconveyanceandstorageofnon-potab1.ewater一Arch-shaped,corrugatedwa1.1.chambersmadeofPEorPPusedforretention,detention,storageandtransportationofstormwatersystemsProductspecificationsandperformancecriteriaSystemesdecana1.isationsenp1.astiquepourIetransportetIestockageSouterrainssanspressionde1.'eaunonpotab1.eChambresenformed'archeenPEouPP,iparoisannexes,uti1.isespour1.esSyStGmeSdetransport,destockageetderetentiondeseauxp1.uvia1.esSpecificationsdesproduitsetCriteresdeperformance©ISO2023COPYRIGHTPROTECTEDDOCUMENT©ISO2023IUirhM*hedbdi1.iUedotherwiseupdhi.o啪InyM1.tta0Dmk<nroni(ncm11ni10tf1.*Mqn1.C6pW11opypMRationmaytheinternetoranintranet,withoutpriorwrittenpermission.PermissioncanberequestedfromeitherISOattheaddressbe1.oworISO'smemberbodyinthecountr)oftherequester.f),WV>fifiU81.andonnet8CH-1214Vernier,GenevaPhone：M1.22749O1.11觥ftte:丽丽BQrgPub1.ishedinSwitzer1.andContentsForewordV5.2.2Po1.yethy1.ene5.3Po1.ypropy1.ene61010.2.2Arch-shaped14chambersandthesupp1.ierofthemateria1.s.15AnnexD(normative)Stubcompressionstrengthtest23©ISO2023-A1.1.rightsreservediiiIntroductionviNormativereferencesTermsanddefinitions1.1 Genera1.terms.Srnbo1.sandabbreviatedterms44.1Svniho1.s.44.2Abbreviatedterms4Materia1.55.1Genera1.5.2Po1.yethy1.ene(PE)materia1.5.2.15.2.3Genera1.(PE)virginmateria1.Po1.yethy1.ene(PE)modifiedwithminera1.s55.2.4Po1.yethy1.ene(PE)nonvirginmateria1.-65.3.15.3.2GeneraI(PP)materia1.Po1.ypropy1.ene(PP)virginmateria1.65.3.3Po1.jrpropy1.ene(PP)modifiedwithminera1.s6Genera1.characteristicsforarch-shapedchambersandendcaps61jppuaranceGeometrica1.characteristics7.1Genera1.97.2Vo1.ume119Physica1.characteristics111.2 Physica1.characteristicsofPEchambersandendcaps111.3 Physica1.characteristicsofPPchambersandendcaps12Mechanica1.characteristics.12arkng131.4 2Minimumrequiredmarking.14EndchambersAnnexA(normative)AgreedSPeCifiCatiOnbetweenthemanufacturerofthearch-shapedAnnex B (normative)Archstiffnessandf1.atteningcapacitytestforarch*shapedchambers17Annex C (normative)Stiffnessandf1.atteningcapacitytestforendcaps.一._.一.20AnnexE(normative)Stubcreeptestingundercompression2730AnnexF(normative)Arched-shapedchambervo1.umeca1.cu1.ationAnnexG(informative)Insta1.1.ationofarch-shapedchambers33Bib1.iography36ForewordISO(theInternationa1.OrganizationforStandardization)isawor1.dwidefederationofnationa1.standardsBuchugh(ISOtnrhniroibMdrt)atajwcekM脾(aphringbody1.ntnusittda5S1.Ktrtd3f<nortnnytantedIakQmitteehasbeenestab1.ishedhastherighttoberepresentedonthatcommittee.Internationa1.organizations,governmenta1.andnongovernmenta1.,in1.iaisonwithISO,a1.sotakepartinthework.ISOco1.1.aboratesc1.ose1.ywiththee1.ectrotechnica1.standardization.Internationa1.E1.ectrotechnica1.Commission(IEC)ona1.1.mattersofTheproceduresusedtodeve1.opthisdocumentandthoseintendedforitsfurthermaintenanceare搬1.三也撼OfISOnEC面碟曲脩翻I1.t福必曲硼需醐解ftM礴幽哪r%cordance朗Fhtheeditoria1.ru1.esoftheSO!ECDirectives,Part2(seewww.iso.org/directives).R曲拈OnHgg.避%地购n捣撼树祗脚SnS虑幅歌用的婀副刚曲OdI邮罐战银版subjectofanypatentrightsidentifiedduringthedeve1.opmentCfXhau嬴市田川wWbeintheIntroductionand/orontheISO1.istofpatentdec1.arationsreceived(secwww.iso.org/patents).Anytradeusedinthisconstitutenameendorsement,domentisinformationgivenfortheconvenienceofusersanddoesnotForanexp1.anationofthevo1.untarynatureofstandards,themeaningofISOspecifictermsandwww.iso.org/iso/foreword.htm1.inwef1.1.ionBar,UeadOTtes¥“统般去伽麻三WeeT忍A道佬航油W留e锚/TdW配3温海烈叨"三nag"他褊51.anddrainage).的Q；榴帚h¾8SQ儆S1.S1.1.1.R1.ieSthiSCak8(8f1.AI由理以embefH5hationa1.standardsbody.A©ISO2023-A1.1.rightsreservedIntroductionThisdocumentspecifiessystemscomprisedofarch-shapedrcorrugatedwa1.1.chambersmadeofPEorPPandusedforinfi1.tration,attenuationandstorageofstormwater.Atthetimeofdrafting,thedraftingcommitteeisnotawareoftheexistenceofchambersmadeofunp1.asticizedpo1.yviny1.ch1.oride(PVC-U)materia1.s.Ifunp1.asticizedpo1.yviny1.ch1.oride(PVC-U)(ersdW4fment.p11xiucedandbecomeavai1.ab1.eonthemarket,theywi1.1.beinc1.udedinafuturerevisionThearch-shaped,corrugatedwa1.1.chambersandendcapsarepartofaburiedstructura1.systemwhich叫尚施措曲MNaPed,corrugated励阳林丽娟蹄咽曲8undin卿场e第树蝌带幽鼬6ctu-esigncontributionfromthesurroundingbackfi1.1.materia1.sandconformityW1.1.hinsta1.1.ationguide1.ines.M郦CdandtaftJCr«1M洲蛔崛.horizonta1.1.ayeronafirmfoundationandembeddedwithA1.thoughdifferingingeometry,whenproper1.yinsta1.1.ed,thestructura1.behaviourofchambersis钙嗯力FCthatofcircu1.arthermop1.asticpipes.Guidanceforstructura1.designcanbefoundinASTMGuidanceforinsta1.1.ationcanbefoundinAnnexG.P1.asticspipingsystemsfornon-pressureundergroundconveyanceandstorageofnon-potab1.ewater-Archshaped,corrugatedwa1.1.chambersmadeofPEorPPusedforretention,detention,storageandtransportationofstormwatersystemsProductspecificationsandperformancecriteria1ScopeUscdthermoformcdthermop1.asticscorrugatedarch-shapcdtransportationinc1.udingcomponents.PedeStrianChamberSVehiCUIarintendedareas.buriedundergrounduseinonehorizonta1.1.ayer,e.g.in1.andscape,faci1.ities,infi1.trationtogroundorduringastorm,transfemngapp1.icationscontro1.1.ed(irrigation,toc1.eaning,sanitaryApp1.icationsinc1.udecommercia1.,residentia1.,agricu1.tura1.andhighwaydrainage,inc1.udinginsta1.1.ationmanufacturingprocess.Normativereferencesstorageortransportationsystem.constitutesrequirementsaredocument.Fordatedinreferences,on1.ySomeeditiona1.1.citedapp1.ies.contentISO179-1,P1.asticsDeterminationofCharpyimpactpropertiesPart1:NOn-MStrUmentedimpacttestISO472,P1.asticsVocabu1.aryextrusionp1.asticsforvisua1.1.yassessingtheeffectsofheatingISO899-2,P1.asticsDeterminationofcreepbehaviourPanZ:F1.exura1.creepbythree-point1.oadingThisdocumentgivesthedefinitionsandspecifiestheminimumrequirementsforinjectionmou1.dedandinundergroundsystemsforretention,detention,chambers,andstorageofintegra1.non-potab1.ewater(e.g.stormwater)andmanufacturedfrompo1.yethy1.ene(PE)orpo1.ypropy1.ene(PP).TheseortrafficforInthecaseofretentionanddetentionsystems,themainpurposeofthechambersistoretainwaterrfor1.ateretc.)inthedetainwaterfor1.ateruseinnon-potab1.ewaythepub1.icStowaternetwork.underparking1.otsandroadways.Productperformanceisdeterminedbyacombinationofmateria1.specification,productdesignandThesechambersareintendedtobeusedase1.ementsinamodu1.arsystemwherethemanufacturerhasprovidedac1.ear1.ydocumentedmethodspecifyinghowthecomponentsareassemb1.edtocreateaZcomp1.eteretention,detention,Thefo1.1.owingdocumentsofthisreferredinthetextsuchawaythattheoroftheirForundatedreferences,the1.atesteditionofthereferenceddocument(inc1.udinganyamendments)app1.ies.ISO291,P1.asticsStandardatmospheresforconditioningandtestingISO527-2,P1.asticsDeterminationoftensi1.epropertiesPart2:Testconditionsformou1.dingandISO580:2005,P1.asticspipingandductingsystemsInjection-mou1.dedthermop1.asticsfittings-MethodsISO604,P1.asticsDcterminQtionOfcompressiveproperties©ISO2023-A1.1.rightsreserved他宓奥戈dcsPasticsSymbo1.sandabbreviatedtermsPart1：Basicpo1.ymersandtheirspecia1.FrgBv1.件Mhrr必盛电即M慷ffrSfm腌IeItmass-f1.owrate(MFR)andme1.tvo1.ume-f1.owrate(MVR)照脐i箜Qo做枕也明理制幅B帙寸相知苏伊确觌IB硼击theconveyanceOffIUidSDeterminationff1.脩的”歼IK丽阳双出朴呼战州邮WW网谢鹤3两庭阳隔瓢跟Off1.uidsDeterminationof伙fhMi她丫聃础我:PaWwE醐相叫即IA用油版超Mf1.Sityofnon-CeHUiarP加StieSPart1:ImmersionISO3126,P1.asticspipingsystems-P1.asticscomponents-Determinationofdimensions(册的47Thernwp1.asticspipesDeterminationOfresistancetoexterna1.b1.owsRounddhe-C1.ockISO3451-1,P1.asticsDeterminationofashPart1:Genera1.methodsISO9967:2016,Thermop1.asticspipesDeterminationofcreepratioISO9969,Thermop1.asticspipesDeterminationofringstiffness也杷爆阀帝黜四册林时嘤留糊儡痛啷侬鸣倒誓随映6的DeterminW/oxidationISO/TS28037:2010,Determinationanduseofstraight-1.ineca1.ibrationfunctions3TermsanddefinitionsForthepurposesofthisdocument,thetermsanddefinitionsgiveninISO472.ISO1043-1andthefo1.1.owingapp1.y.ISOandIECmaintain1.ermino1.ogjrdatabasesforuseinstandardizationatthefo1.1.owingaddresses：ISOOn1.inebrowsingp1.atform:avai1.ab1.earHp/WwW岳cm>咯用bpIECE1.ectropedia:avai1.ab1.eathttps:/wrw.e1.ectropedia.org/3.1 Genera1.terms3.1.1arch-shapedchamberarch-shapedproductwhichdefinesasubsurfaceopenspacewheninsta1.1.edWiQtottQmdyafiAcabdhapcdIchQtttHy¾>ayhbawber.perforations,inspectionportsorotherfeaturesthatmayor3.1.2endcaparch-shapedproductwhichcoverstheopenendofachamberrow3.1.3corrugationperiodicshapeofarch-shapedchamberorendcapwa1.1.sNote1toentry:Awa1.1.profi1.econsistsofaregu1.arpatternofa1.ternatingcrestsandva1.1.eysconnectedbywebs.©ISO2023-A1.1.rightsreservedISO2023-A1.1.nghtsreserved27(normative)Thistestmethodisforthedeterminationofthecreepbehaviourofthermop1.asticchamberwa1.1.sunderchambers,i.e.to3andwidthofthe1.oadThegenera1.testsetupissimi1.artothestubcompressiontestinAnnexDrexceptthat,forcreeptesting,aconstantforceisapp1.iedandcreepdisp1.acementmeasuredovertime.NOTEThisteston1.yinc1.udesthecreepofinwa1.1.shapeduenotandtheadditiona1.bendingarchinthearch.Theforcesbeingandthearethese)ectedtobespa11,covermassofaCtua1.andservicemaximumcoverforoftheinsta1.1.edsystem.Thetestrevea1.sdisp1.acementversustime.ISOdataTheapparatussha1.1.conformtothetestmethodinAnnex1.Thepreparationoftestpiecessha1.1.conformtothetestmethodinAnnexD.Thepreparationoftestpiecessha1.1.conformtothetestmethodinAnnexD.Theconditioningoftestpiecessha1.1.conformtoISO9967.E.7TestprocedureE.7.1TesttemperatureThetesttemperaturesha1.1.conformtotherequirementsofISO9967.E.7.2Ca1.cu1.ationof1.oad1.eve1.sThe3app1.iedforcesareca1.cu1.atedasfo1.1.ows.Ca1.cu1.atethemaximumapp1.iedforceFi(Nmn)accordingtoFormu1.a(E.1):F=0,5ShG(E.1)whereShisthespanofthechamber,inmm;isthemaximumcoveroverthecrownofthechamberaccordingtothemanufacturer'sInsta1.1.a-tionmanua1.,inmm：Gistheaverageweightofsoi1.,inN/mnu,whichcanbeassumedbydefau1.tas20-104Nm11u.Ca1.cu1.atethetwootherforce1.eve1.s,Fzandft,asFi=0r8FiandF3=0,6F1.raccording1.y.E.7.3MountingoftestpieceThemountingoftestpiecessha1.1.conformtothetestmethodinAnnexI).E.7.4Forceapp1.icationApp1.yapre-1.oadforceof100N.Within5min,app1.ytheforcesasdefinedinE.7.2within(20-30)s.Datau8tsMcWa/namdexressi-ofhrtsu1.ts99672016,8.6.Extrapo1.atea1.1.def1.ectionsto2yearsaccordingtoISO9967.Ca1.cu1.atethecreepratios,itfora1.1.31.oad1.eve1.sbydividingtheextrapo1.ateddef1.ectiona1.2yearsbythedef1.ectionat6minutes.IbrtCUteMWgeiNSCtXuf2班由1.<wj5.%ofstubcompressionstrengthperchamberWidthbyre1.atingtoTheratio<po.25isdeterminedwiththeequationfortheordinary1.eastsquaresbeststraight1.ine猊制狗并呼gd5规&,MfdiWpere叱腑设essionstrength.评eJ喻&eep硒由asy.accordanceE.9TestreportThetestreportsha1.1.inc1.udethefo1.1.owinginformation：a) areferencetothisdomentandthisannex,i.e.ISO4982:2023,AnnexE;b) acomp1.etedescription,sourceandidcnticationofthetestpieceandthechamberfromwhichitwastaken,inc1.udingmanufacturer'scode,manufacturer'sproductidentificationandresintype；c) thetestconditionsandconditioningprocedures;d) artHu1.n»efiWttid>ufa1.hchickncss；piccerinc1.udingcorrugationheight,chord1.ength,1.ongitudina1.1.ength.e) thetesttemperature;f) thepre-1.oad(contact)forceapp1.iedandtheapp1.iedforcevs.timeforeachtest;g) measuredcreepdisp1.acementorcreepstrainvs.Iog1.Otimeforeachtest;h) theca1.cu1.ationsofcreepratiosforeachtestinc1.uding: equationsY=8+MIogtusedforextrapo1.ationtothetwo-yeardef1.ectionpointforeachtestpiece； corre1.ationcoefficientineachcase;pointsusedforthe1.inearregressionana1.ysis; ca1.cu1.atedva1.uesofcreepratioforeachapp1.iedforceandtheca1.cu1.atedva1.ueofthecreepratioroundedtotwosignificantfigures.;i) (tteausecdi<fiikationofthecreepratioat25%ofstubcompressionstrengthperchamberwidthj) anyfactorswhichmayhaveaffectedtheresu1.ts,suchasanyincidentsoranyoperatingdetai1.snotspecifiedinthisannex;k) anyunusua1.featuresobserved;l) thedateofmeasurement.AnnexFnormative)Arched-shapedchambervo1.umeca1.cu1.ationF.1.Genera1.Thistestmethodisforthedeterminationofthevo1.umeofanarched-shapedchamberunit.F.2Princip1.eAfu1.1.-1.engthsamp1.echamberasshowninFigureF.1.ismadewatertightbyp1.ateswithsea1.edjointsatOaChtheeWdWtfeCChambeHPiaCdtaHnrvbhbd1.cmcedpgegdhVigtitsdtWoWdRttoiAxWdpdndinginthechamberaretobesca1.ed.ftg盟制刷眄M1.fm&楣卿nb佻term1.ncitsvo1.ume.Afterwards,thewaterisco1.1.ectedF.3ApparatusF.3.1Equipment,tofi1.1.in,takeoutandco1.1.ectwatersafe1.yandwithout1.oss.F.3.2Sca1.erfortheco1.1.ectedwaterwithanaccuracyof±1%.F.4PreparationoftestpiecesThepreparationoftestpiecessha1.1.inc1.udetrimminganyover1.appingportionsofthechamberandEKiBgurepbiesdicfuHKeitoA1.nimsiaheQtHefedmationsuitab1.yreinforcedorbracedtowithstandthewaterThechamberisp1.acedupsidedownandhe1.dinp1.acebymeansofasuitab1.esupportstructure.Thefi1.beCdAb1.hingorientedinthewaythatnowateroverf1.owsbeforeitreachestherimona1.1.sides.Theconditioningoftestpiecessha1.1.becarriedoutatatemperatureof(23±2)foraminimumof4hinaccordancewithISO21.F.6TestprocedureF.6.1TesttemperatureThetesttemperaturesha1.1.be(23±2).F.6.2Ca1.cu1.ationofvo1.umeThechambersha1.1.befi1.1.edtothebrimwithoutoverf1.owing.F.6.3Co1.1.ectingandweighingthewaterThewaterfromthechambersha1.1.betakenoutandco1.1.ectedwithout1.oss.Thiswatersha1.1.beweighedMhCaIaHatiQWankMxpressionofresu1.tsThevo1.umeofthechamber(m3)isca1.cu1.atedusing-4¼>H-K+):U=m0,001(F.1.)R*1.ftreTStcpUFtoftheco1.1.ectedwater,inkg.Thetestreportsha1.1.inc1.udethefo1.1.owinginformation:a) areferencetothisdocumentandthisannex,i.e.ISO4982:2023,AnnexF;b) mJr1.U11ftViffft¾onidentificationidentificafiSjHfethechambertested,manufacturercode.c) thetestconditionsandconditioningprocedures；d) the1.engthofthechamber;e) thevo1.umeofthechamber(seeC1.auseF.7);0tffitt,i5ich9Wfexjhaveaffectedtheresu1.ts,suchasanyincidentsoranyoperatingdetai1.snotg)anyunusua1.featuresobse11red;h)thedateofmeasurement1chamber2we1.dedendp1.atesFigureF.1.ApparatusAnnexGInsta1.1.ationofarch-shapedchambersG.1.Genera1.Soi1.-Structureconveyancecapacities.intendedSUucturaIdemandandtoprovidetheintendedStonnwaterconnectionstoconveypeakstormwaterf1.ows.chambersp1.acedonthefoundation.Thefoundationisnorma1.1.yro1.1.edf1.atorcompactedtoprovideaChambersextendedaboveembedmenttheextendingtotothe