Railway applications - Aerodynamics - Part 6: Requirements and test procedures for cross wind assessment

This document gives guidelines for the cross wind assessment of railways.
This document is applicable to all passenger vehicles, locomotives and power cars (with a maximum train speed above 140 km/h up to 360 km/h) and freight wagons (with a maximum train speed above 80 km/h up to 160 km/h) and track gauges from 1 435 mm to 1 668 mm inclusive. For passenger vehicles, locomotives and power cars with a maximum train speed between 250 km/h and 360 km/h, a requirement to demonstrate the cross wind stability is imposed. This document is not applicable to light rail and urban rail vehicles.

Bahnanwendungen - Aerodynamik - Teil 6: Anforderungen und Prüfverfahren zur Bewertung von Seitenwind

Dieses Dokument legt Leitlinien für die Bewertung von Seitenwinden in Bahnanwendungen fest.
Dieses Dokument ist anwendbar für alle Personenwagen, Lokomotiven und Triebköpfe (mit einer maximalen Zuggeschwindigkeit von mehr als 140 km/h bis zu 360 km/h) und für Güterwagen (mit einer maximalen Zuggeschwindigkeit von mehr als 80 km/h bis zu 160 km/h) und für Spurweiten von 1 435 mm bis einschließlich 1 668 mm. Für Personenwagen, Lokomotiven und Triebköpfe mit einer maximalen Zuggeschwindigkeit zwischen 250 km/h und 360 km/h ist der Nachweis der Seitenwindstabilität verpflich¬tend. Dieses Dokument gilt nicht für Stadtbahnen und städtische Schienenfahrzeuge.

Applications ferroviaires - Aérodynamique - Partie 6 : Exigences et procédures d'essai pour l'évaluation de la stabilité vis-à-vis des vents traversiers

Le présent document donne des recommandations pour l'évaluation de la stabilité des véhicules ferroviaires vis-à-vis des vents traversiers.
Le présent document s'applique à l'ensemble des véhicules voyageurs, locomotives et motrices (dont la vitesse maximale de circulation est comprise entre 140 km/h et 360 km/h) et wagons de fret (dont la vitesse maximale de circulation est comprise entre 80 km/h et 160 km/h) avec des écartements de voie compris entre 1 435 mm et 1 668 mm, valeurs extrêmes incluses. Pour les véhicules voyageurs, locomotives et motrices dont la vitesse maximale de circulation est comprise entre 250 km/h et 360 km/h, une exigence s'applique pour démontrer leur stabilité vis-à-vis des vents traversiers. Le présent document ne s'applique pas aux véhicules ferroviaires légers ni aux véhicules ferrés urbains.

Železniške naprave - Aerodinamika - 6. del: Zahteve in preskusni postopki za oceno vpliva bočnega vetra

Ta evropski standard se uporablja za oceno vpliva bočnega vetra na železnice ob upoštevanju priporočil o uporabi standarda (pravilo migracije), podanih v dodatku M. Podane metode se uporabljajo za potniška vozila s hitrostjo največ 360 km/h in tovorna vozila s hitrostjo največ 160 km/h. Ta evropski standard se uporablja za vagone, večdelne enote, tovorne vagone, lokomotive in potniške vagone z lastnim pogonom.

General Information

Status
Withdrawn
Publication Date
24-Jul-2018
Withdrawal Date
19-Jul-2022
Current Stage
9960 - Withdrawal effective - Withdrawal
Completion Date
20-Jul-2022

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SLOVENSKI STANDARD
01-oktober-2018
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SIST EN 14067-6:2011
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Railway applications - Aerodynamics - Part 6: Requirements and test procedures for
cross wind assessment
Bahnanwendungen - Aerodynamik - Teil 6: Anforderungen und Prüfverfahren für die
Bewertung von Seitenwind
Applications ferroviaires - Aérodynamique - Partie 6 : Exigences et procédures d'essai
pour l'évaluation de la stabilité vis à vis des vents traversiers
Ta slovenski standard je istoveten z: EN 14067-6:2018
ICS:
45.060.01 Železniška vozila na splošno Railway rolling stock in
general
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

EN 14067-6
EUROPEAN STANDARD
NORME EUROPÉENNE
July 2018
EUROPÄISCHE NORM
ICS 45.060.01 Supersedes EN 14067-6:2010
English Version
Railway applications - Aerodynamics - Part 6:
Requirements and test procedures for cross wind
assessment
Applications ferroviaires - Aérodynamique - Partie 6 : Bahnanwendungen - Aerodynamik - Teil 6:
Exigences et procédures d'essai pour l'évaluation de la Anforderungen und Prüfverfahren zur Bewertung von
stabilité vis-à-vis des vents traversiers Seitenwind
This European Standard was approved by CEN on 3 March 2018.

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-CENELEC 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-CENELEC 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, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania,
Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland,
Turkey and United Kingdom.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION

EUROPÄISCHES KOMITEE FÜR NORMUNG

CEN-CENELEC Management Centre: Rue de la Science 23, B-1040 Brussels
© 2018 CEN All rights of exploitation in any form and by any means reserved Ref. No. EN 14067-6:2018 E
worldwide for CEN national Members.

Contents Page
European foreword . 5
Introduction . 7
1 Scope . 8
2 Normative references . 8
3 Terms and definitions . 8
4 Symbols and abbreviations . 9
5 Methods and requirements to assess cross wind stability of vehicles . 22
5.1 General . 22
5.2 Applicability of cross wind methodologies for rolling stock assessment purposes . 23
5.3 Determination of aerodynamic coefficients . 25
5.3.1 General . 25
5.3.2 Predictive formula . 25
5.3.3 Simulations by Computational Fluid Dynamics (CFD) . 26
5.3.4 Reduced-scale wind tunnel measurements . 29
5.4 Determination of wheel unloading due to cross winds. 34
5.4.1 General . 34
5.4.2 Simple method . 34
5.4.3 Advanced quasi-static method . 37
5.4.4 Time-dependent MBS method using a Chinese hat wind scenario . 40
5.5 Presentation form of characteristic wind curves (CWCs) . 47
5.5.1 General . 47
5.5.2 CWC presentation form for passenger vehicles and locomotives . 48
5.5.3 CWC presentation form for freight wagons . 49
5.6 Requirements . 50
5.6.1 Requirements for passenger vehicles and locomotives running at
250 km/h ≤ v ≤ 360 km/h . 50
max
5.6.2 Requirements for passenger vehicles and locomotives running
140 km/h < v < 250 km/h . 53
max
5.6.3 Requirements for freight wagons . 53
6 Method to acquire the needed railway line data . 54
6.1 General . 54
6.2 Presentation form of railway line data . 54
6.2.1 General . 54
6.2.2 Plan profile . 54
6.2.3 Vertical profile . 55
6.2.4 Track design speed . 56
6.2.5 Walls . 57
6.2.6 Meteorological input data for line description . 58
6.2.7 Integrated line database . 58
6.2.8 Required minimum resolution/accuracy . 60
7 Methods to assess the wind exposure of a railway line . 60
8 Guidance for the analysis and assessment of the cross wind risk . 61
8.1 General . 61
8.2 Infrastructure with train speeds at or above 250 km/h . 61
8.3 Infrastructure with train speeds below 250 km/h. 61
9 Required documentation . 61
9.1 General . 61
9.2 Assessment of cross wind stability of passenger vehicles and locomotives . 61
9.3 Assessment of cross wind stability of freight vehicles . 62
9.4 Acquisition of railway line data . 62
Annex A (informative) Application of methods to assess cross wind stability of vehicles
within Europe . 63
Annex B (informative) Blockage correction . 67
B.1 Dynamic pressure method . 67
B.2 German method . 67
B.3 UK method . 67
B.4 Slotted walls . 68
Annex C (normative) Wind tunnel benchmark test data for standard ground configuration . 69
C.1 General . 69
C.2 ICE 3 leading vehicle wind tunnel model . 69
C.3 TGV Duplex power car wind tunnel model . 70
C.4 ETR 500 power car wind tunnel model . 71
Annex D (informative) Other ground configurations for wind tunnel testing . 73
D.1 Flat ground with gap (TSI HS RST) . 73
D.2 Double track ballast and rails (TSI HS RST) . 73
D.3 Standard embankment of 6 m height (TSI HS RST) . 74
D.4 Flat ground without gap (Finnish method) . 75
D.5 Double track ballast and rails (UK method) . 75
Annex E (informative) Wind tunnel benchmark test data for other ground configurations . 77
E.1 General . 77
E.2 ICE 3 leading vehicle wind tunnel model . 77
E.3 TGV Duplex power car wind tunnel model . 81
E.4 ETR 500 power car wind tunnel model . 87
Annex F (informative) Embankment overspeed effect . 90
Annex G (informative) Atmospheric boundary layer wind tunnel testing . 91
G.1 General . 91
G.2 Benchmark tests . 91
G.3 Wind simulation . 92
G.3.1 Boundary layer profiles . 92
G.3.2 Turbulence intensities . 92
G.3.3 Turbulence integral length scale .
...

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