1、August 2006DEUTSCHE NORM Normenausschuss Erdl- und Erdgasgewinnung (NG) im DINPreisgruppe 20DIN Deutsches Institut fr Normung e.V. Jede Art der Vervielfltigung, auch auszugsweise, nur mit Genehmigung des DIN Deutsches Institut fr Normung e.V., Berlin, gestattet.ICS 75.200!,k“9726190www.din.deDDIN EN
2、 ISO 16708Erdl- und Erdgasindustrie Rohrleitungstransportsysteme Zuverlssigkeitsanalysen (ISO 16708:2006);Englische Fassung EN ISO 16708:2006Petroleum and natural gas industries Pipeline transportation systems Reliability-based limit state methods (ISO 16708:2006);English version EN ISO 16708:2006In
3、dustries du ptrole et du gaz naturel Systmes de transport par conduites Mthodes aux tats-limites bases sur la fiabilit (ISO 16708:2006);Version anglaise EN ISO 16708:2006Alleinverkauf der Normen durch Beuth Verlag GmbH, 10772 Berlinwww.beuth.deGesamtumfang 63 SeitenB55EB1B3E14C22109E918E8EA43EDB30F0
4、9CC9B7EF8DD9NormCD - Stand 2007-03 DIN EN ISO 16708:2006-08 2 Nationales Vorwort Diese Europische Norm wurde vom Technischen Komitee CEN/TC 12 Materialien, Ausrstungen und Offshore-Bauwerke fr die Erdl-, petrochemische- und Erdgasindustrie“, dessen Sekretariat vom AFNOR (Frankreich) gehalten wird, e
5、rstellt. Es handelt sich dabei um die im einstufigen Annahmeverfahren (UAP) un-verndert zur bernahme vorgesehene Fassung von ISO 16708:2006, erarbeitet von ISO/TC 67 Materials, equipment and offshore structures for petroleum, petrochemical and natural gas industries“, Subkomitee SC 2 Pipeline transp
6、ortation systems“. Fr Deutschland war der Normenausschuss Erdl- und Erdgasgewinnung (NG), Arbeitsausschuss NG 2 Fernleitungssysteme“ an der Erarbeitung dieser Norm beteiligt. Diese Europische Norm enthlt unter Bercksichtigung des DIN-Prsidialbeschlusses 13/1983 nur die englische Originalfassung der
7、ISO-Norm. B55EB1B3E14C22109E918E8EA43EDB30F09CC9B7EF8DD9NormCD - Stand 2007-03 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN ISO 16708 April 2006 ICS 75.200 English Version Petroleum and natural gas industries - Pipeline transportation systems - Reliability-based limit state methods (ISO 1670
8、8:2006) Industries du ptrole et du gaz naturel - Systmes de transport par conduites - Mthodes aux tats-limites bases sur la fiabilit (ISO 16708:2006) Erdl- und Erdgasindustrie - Rohrleitungstransportsysteme -Zuverlssigkeitsanalysen (ISO 16708:2006) This European Standard was approved by CEN on 3 Mar
9、ch 2006. CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this European Standard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such national standards may be obta
10、ined on application to the Central Secretariat or to any CEN member. This European Standard exists in three official versions (English, French, German). A version in any other language made by translation under the responsibility of a CEN member into its own language and notified to the Central Secr
11、etariat has the same status as the official versions. CEN members are the national standards bodies of Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Po
12、rtugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. Management Centre: rue de Stassart, 36 B-1050 Brussels 2006 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN ISO 16708:2006: EEUROPEAN COMMITTEE FOR
13、 STANDARDIZATION COMIT EUROPEN DE NORMALISATIONEUROPISCHES KOMITEE FR NORMUNG B55EB1B3E14C22109E918E8EA43EDB30F09CC9B7EF8DD9NormCD - Stand 2007-03 Contents Page 12344.14.2566.16.26.36.46.56.66.777.17.27.37.47.588.18.28.38.48.591010.110.210.310.410.510.610.71111.111.2EN ISO 16708:2006 (E)2595Reliabil
14、ity based limit state methods 13Principles for design and operation . 11Safety requirements target 13Failure mode analysis 14Uncertainty analysis. 14Safety and risk assessment. 15Design and operational requirements 16General. 16Design and construction 16Operation and maintenance 16Re-qualification .
15、 17Hazards 17Acceptance criteria and safety classes 17Safety requirements . 17Classification of limit states 18Categorization of fluids 18Pipeline location and consequence categorization 19Safety classes . 20Target safety levels and risk levels. 21Failure modes 21General. 21Internal pressure induced
16、 failure modes . 21External pressure induced failure modes 22Failure due to external load effects 22Failure due to third-party activity 23Corrosive environment induced failure modes . 23General. 24Operational management procedures 24Annex A (informative) Uncertainty and reliability analysis Method d
17、escription. 27Annex B (informative) Statistical database Uncertainty values 47Failure due to combined loads 23Annex C (informative) Target safety levels Recommendations 53Pipeline operational management 24Bibliography . 60Symbols and abbreviated terms .Symbols .Terms and definitions.Normative refere
18、nces .Scope . 5Introduction 4Foreword. 3Reliability analysis 15General. 139Design and operational data basis Data gathering 13Abbreviated terms 10B55EB1B3E14C22109E918E8EA43EDB30F09CC9B7EF8DD9NormCD - Stand 2007-03 Foreword This document (EN ISO 16708:2006) has been prepared by Technical Committee I
19、SO/TC 67 “Materials, equipment and offshore structures for petroleum and natural gas industries” in col-laboration with Technical Committee CEN/TC 12 “Materials, equipment and offshore structures for petroleum, petrochemical and natural gas industries”, the secretariat of which is held by AFNOR. Thi
20、s European Standard shall be given the status of a national standard, either by publication of an identical text or by endorsement, at the latest by October 2006, and conflicting national standards shall be withdrawn at the latest by October 2006. According to the CEN/CENELEC Internal Regulations, t
21、he national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Pol
22、and, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. Endorsement notice The text of ISO 16708:2006 has been approved by CEN as EN ISO 16708:2006 without any modifications. EN ISO 16708:2006 (E)3B55EB1B3E14C22109E918E8EA43EDB30F09CC9B7EF8DD9NormCD - Stand 2007-03
23、 Introduction The International Standard ISO 13623 allows the use of innovative techniques and procedures such as reliability-based limit state methods providing the minimum requirements of ISO 13623 are satisfied. This International Standard provides the supplement to ISO 13623 in giving recommenda
24、tions and specifying the framework and principles for the application of the probabilistic approach, i.e. “reliability-based limit state methods”. Pipeline integrity management during design and operation are performed by the following two limit state approaches: a deterministic approach, with the u
25、se of safety or usage factors applied to characteristic loads and resistances; and a probabilistic approach, based on structural reliability analysis applied to the relevant limit states, e.g. reliability-based limit state methods. Both approaches satisfy the safety requirements; implicitly by the d
26、eterministic approach (via earlier-calibrated safety factors) and explicitly by the probabilistic approach (a direct check on the actual safety level) as illustrated in Figure 1. Significant differences exist among member countries in the areas of public safety and protection of the environment. Wit
27、hin the safety framework of this International Standard, such differences are allowed for and individual member countries can apply their national requirements for public safety and the protection of the environment to the use of this International Standard. EN ISO 16708:2006 (E)4B55EB1B3E14C22109E9
28、18E8EA43EDB30F09CC9B7EF8DD9NormCD - Stand 2007-03 1 Scope This International Standard specifies the functional requirements and principles for design, operation and re-qualification of pipelines in the petroleum and natural gas industries using reliability-based limit state methods as permitted by I
29、SO 13623. Reliability-based limit state methods provide a systematic way to predict pipeline safety in design and operation. This International Standard supplements ISO 13623 and can be used in cases where ISO 13623 does not provide specific guidance and where limit states methods can be applied, su
30、ch as, but not limited to, qualification of new concepts, e.g. when new technology is applied or for design scenarios where industry experience is limited, re-qualification of the pipeline due to a changed design basis, such as service-life extension, which can include reduced uncertainties due to i
31、mproved integrity monitoring and operational experience, collapse under external pressure in deep water, extreme loads, such as seismic loads (e.g. at a fault crossing), ice loads (e.g. by impact from ice keels), situations where strain-based criteria can be appropriate. This document applies to rig
32、id metallic pipelines on-land and offshore used in the petroleum and natural gas industries. 2 Normative references The following referenced documents are indispensable for the application of this document. For dated references, only the edition cited applies. For undated references, the latest edit
33、ion of the referenced document (including any amendments) applies. ISO 13623:2000, Petroleum and natural gas industries Pipeline transportation systems 3 Terms and definitions For the purposes of this document, the following terms and definitions apply. 3.1 basic variable load or resistance variable
34、 entering the limit state function including the variable accounting for model uncertainty in the limit state function itself 3.2 characteristic load nominal value of a load to be used in determination of load effects NOTE Characteristic load is normally based upon a defined fractile in the upper en
35、d of the distribution function of the load. EN ISO 16708:2006 (E)5B55EB1B3E14C22109E918E8EA43EDB30F09CC9B7EF8DD9NormCD - Stand 2007-03 3.3 characteristic resistance nominal value of a strength parameter to be used in determination of capacities NOTE Characteristic resistance is normally based on a d
36、efined fractile in the lower end of the distribution function of the resistance. 3.4 characteristic value nominal value to characterize the magnitude of a stochastic variable NOTE Characteristic value is normally defined as a fractile of the probability distribution of the variable. 3.5 commissionin
37、g activities associated with the initial filling of a pipeline with the fluid to be transported ISO 13623 3.6 construction phase comprising installation, pressure testing and commissioning 3.7 design life period of time selected for the purpose of verifying that a replaceable or permanent component
38、is suitable for the anticipated period of service ISO 13623 3.8 design point most probable outcome of the basic variables when failure occurs NOTE The design point is the point on the limit-state surface with the highest probability density. 3.9 design value value to be used in the deterministic des
39、ign procedure, i.e., characteristic value multiplied by the safety factor 3.10 failure loss of ability of a component or a system to perform its required function 3.11 fluid category categorization of the transported fluid according to hazard potential 3.12 importance factor dimensionless number bet
40、ween zero and one describing the contribution of a random variable to the overall uncertainty 3.13 inspection processes for determining the status of items of the pipeline system or installation and comparing it with the applicable requirements EXAMPLE Inspection can be by measuring, examination, te
41、sting, gauging or other methods. EN ISO 16708:2006 (E)6B55EB1B3E14C22109E918E8EA43EDB30F09CC9B7EF8DD9NormCD - Stand 2007-03 3.14 limit state state beyond which the pipeline no longer satisfies the design requirements NOTE Categories of limit states for pipelines include serviceability limit state (S
42、LS) and ultimate limit state (ULS). 3.15 limit-state design structural design where specific limit states relevant for the actual case are explicitly addressed NOTE A limit-state design check can be made both using the deterministic approach or using the probabilistic approach where uncertainties ar
43、e modelled. 3.16 limit state function function of the basic variables, which has negative values when the structure fails and positive values when the structure is safe 3.17 load any action causing deformation, displacement, motion, etc. of the pipeline 3.18 load combination set of loads acting simu
44、ltaneously 3.19 load effect effect of a single load or load combination on the pipeline EXAMPLE Load effects include stress, strain, deformation, displacement. 3.20 location class geographic area classified according to criteria based on population density and human activity ISO 13623 3.21 maintenan
45、ce all activities designed to retain the pipeline in a state in which it can perform its required functions ISO 13623 NOTE These activities include inspections, surveys, testing, servicing, replacement, remedial works and repairs. 3.22 maximum allowable incidental pressure MAIP maximum allowable internal pressure due to incidental operation of the pipeline or pipeline section 3.23 maximum allowable operating pressure MAOP m
