EN 14067-6:2010
(Main)Railway applications - Aerodynamics - Part 6: Requirements and test procedures for cross wind assessment
Railway applications - Aerodynamics - Part 6: Requirements and test procedures for cross wind assessment
This European Standard applies to the cross wind assessment of railways taking into consideration the recommendations given in Annex M on the application of the standard (migration rule). The methods presented have been applied to passenger vehicles with a maximum speed up to 360 km/h and to freight vehicles with a maximum speed up to 160 km/h. This European Standard applies to coaches, multiple units, freight wagons, locomotives and power cars.
Bahnanwendungen - Aerodynamik - Teil 6: Anforderungen und Prüfverfahren für die Bewertung von Seitenwind
Diese Europäische Norm gilt für die Seitenwindbewertung des Eisenbahnbetriebs unter Berücksichtigung der
in Anhang M aufgeführten Empfehlungen für die Anwendung dieser Norm (Übergangsbestimmungen). Die
dargestellten Verfahren sind für Personenfahrzeuge bis zu 360 km/h Fahrgeschwindigkeit und für
Güterfahrzeuge bis zu 160 km/h Fahrgeschwindigkeit angewendet worden. Diese Europäische Norm gilt für
Reisezugwagen, Triebzüge, Güterwagen, Lokomotiven und Triebköpfe.
Applications ferroviaires - Aérodynamique - Partie 6: Exigences et procédures d'essai pour l'évaluation de la stabilité vis à vis des vents traversiers
La présente Norme européenne traite de l’évaluation de la stabilité des véhicules ferroviaires vis-à-vis des
vents traversiers, en prenant en considération les recommandations présentées dans l’Annexe M (règle de
migration). Les méthodes décrites s’appliquent aux voitures voyageurs dont la vitesse de pointe est inférieure
ou égale à 360 km/h et aux véhicules fret dont la vitesse de pointe est inférieure ou égale à 160 km/h. La
présente Norme européenne s’applique aux voitures voyageurs, unités multiples, wagons, locomotives et
motrices.
Železniške naprave - Aerodinamika - 6. del: Zahteve in preskusni postopki za oceno vpliva bočnega vetra
Ta evropski standard velja za oceno vpliva bočnega vetra pri železnici ob upoštevanju priporočil, podanih v dodatku M, o uporabi tega standarda (pravilo selitve). Predstavljene metode so bile uporabljene pri potniških vozilih z maksimalno hitrostjo do 360 km/h in za tovorna vozila z maksimalno hitrostjo do 160 km/h. Ta evropski standard velja za vagone, večkratne enote, tovorniške vagone, lokomotive in železniške avtomobile.
General Information
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Standards Content (Sample)
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Bahnanwendungen - Aerodynamik - Teil 6: Anforderungen und Prüfverfahren zur Bewertung von SeitenwindApplications ferroviaires - Aérodynamique - Partie 6 : Exigences et procédures d'essai pour l'évaluation de la stabilité vis-a-vis des vents traversiersRailway applications - Aerodynamics - Part 6: Requirements and test procedures for cross wind assessment45.060.01Železniška vozila na splošnoRailway rolling stock in generalICS:Ta slovenski standard je istoveten z:EN 14067-6:2010SIST EN 14067-6:2011en,fr,de01-februar-2011SIST EN 14067-6:2011SLOVENSKI
STANDARD
EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 14067-6
January 2010 ICS 45.060.01 English Version
Railway applications - Aerodynamics -Part 6: Requirements and test procedures for cross wind assessment
Applications ferroviaires - Aérodynamique - Partie 6 : Exigences et procédures d'essai pour l'évaluation de la stabilité vis-à-vis des vents traversiers
Bahnanwendungen - Aerodynamik - Teil 6: Anforderungen und Prüfverfahren für die Bewertung von Seitenwind This European Standard was approved by CEN on 24 October 2009.
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 obtained on application to the CEN Management Centre 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 CEN Management Centre has the same status as the official versions.
CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR NORMUNG
Management Centre:
Avenue Marnix 17,
B-1000 Brussels © 2010 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 14067-6:2010: ESIST EN 14067-6:2011
Application of methods to assess cross wind stability of vehicles within Europe . 49Annex B (informative)
Blockage correction . 53Annex C (normative)
Wind tunnel benchmark test data for standard ground configuration . 55SIST EN 14067-6:2011
Other ground configurations for wind tunnel testing . 59Annex E (informative)
Wind tunnel benchmark test data for other ground configurations . 63Annex F (informative)
Embankment overspeed effect . 76Annex G (informative)
Atmospheric boundary layer wind tunnel testing . 77Annex H (informative)
Five mass model . 83Annex I (normative)
Mathematical model for the Chinese hat . 98Annex J (informative)
Stochastic wind model . 105Annex K (informative)
Stability of passenger vehicles and locomotives against overturning at standstill according to national guidelines . 113Annex L (informative)
Information on methods to assess the wind exposure of a railway line . 116Annex M (informative)
Migration rule for this European Standard . 119Annex ZA (informative)
Relationship between this European Standard and the Essential Requirements of EU Directive 2008/57/EC . 120Bibliography . 124 Figures Figure 1 — Sketch of the wind tunnel configuration single track ballast (front view, 1:1 scale) . 22Figure 2 — Sketch of the wind tunnel configuration single track ballast (side and top view, 1:1 scale) . 22Figure 3 — Illustration of three mass model . 24Figure 4 — Illustration of contact point . 28Figure 5 — Example of the spatial distribution of the wind using a Chinese hat gust model . 30Figure 6 — Illustration of wind decay within Chinese hat gust model . 32Figure 7 — Application of Chinese hat wind scenario: Example of temporal wind distribution for vtr = 200 km/h, vW = 30 m/s, vehicle length = 24 m . 33Figure 8 — Illustration of geometric approach considering the angle of attack . 36Figure 9 — Illustration of geometric approach considering the angle of attack of CWC on straight track . 37Figure C.1 — Contour of a wind tunnel model of the ICE 3 endcar . 55Figure C.2 — Contour of a wind tunnel model of the TGV Duplex powercar . 57Figure C.3 — Contour of a wind tunnel model of the ETR 500 powercar . 58Figure D.1 — Sketch of the wind tunnel configuration flat ground with 235 mm gap . 59Figure D.2 — Sketch of ballast geometry . 60Figure D.3 — Sketch of the embankment geometry . 60Figure D.4 — Sketch of the wind tunnel configuration flat ground without gap . 61Figure D.5 — Ballast and rail configuration for uncanted track in Great Britain . 62Figure D.6 — Saw tooth canted ballast and rail in Great Britain . 62Figure F.1 — Illustration of embankment overspeed effect . 76Figure G.1 — Upper and lower limits for mean velocity profiles . 78Figure H.1 — Illustration of five mass model . 84SIST EN 14067-6:2011
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