BS EN 13803-1:2010
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
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Railway applications. Track. Track alignment design parameters. Track gauges 1435 mm and wider Plain line
Hardcopy , PDF
22-06-2017
English
31-08-2010
Foreword
1 Scope
2 Normative references
3 Terms and definitions
4 Symbols and abbreviations
5 Requirements
Annex A (informative) - Supplementary information for track
alignment design related to shape and length of
alignment elements
Annex B (informative) - Length of alignment elements (circular
curves and straights) between two transition curves L[i]
Annex C (informative) - Rules for converting parameter values
for track gauges wider than 1435 mm
Annex D (normative) - Track alignment design parameter limits
for track gauges wider than 1435 mm
Annex E (informative) - Track resistance to lateral forces
generated by the rolling stock
Annex F (informative) - Consequences on track resistance,
stress and fatigue resulting from tilting body train
systems
Annex G (informative) - Constraints and risks associated with
the use of exceptional limits
Annex H (informative) - Recapitulation of the work carried out
by the ORE B 55 Committee - Maximum permissible cant
Annex I (informative) - A-deviation Switzerland
Annex ZA (informative) - Relationship between this European
Standard and the Essential Requirements of EU
Directive 2008/57/EC of the European Parliament
and of the council of 17 June 2008 on the
interoperability of the rail system within the
Community
Bibliography
Describes the rules and limits that determine permissible speed for a given track alignment.
Committee |
RAE/2
|
DevelopmentNote |
Supersedes DD ENV 13803-1 and 09/30208807 DC. (08/2010)
|
DocumentType |
Standard
|
Pages |
74
|
PublisherName |
British Standards Institution
|
Status |
Superseded
|
SupersededBy | |
Supersedes | |
UnderRevision |
This European Standard specifies the rules and limits that determine permissible speed for a given track alignment. Alternatively, for a specified permissible speed, it defines limits for track alignment design parameters.
More restrictive requirements of the High Speed TSI Infrastructure and the Conventional Rail TSI Infrastructure, as well as other (national, company, etc.) rules will apply.
This European Standard applies to main lines with track gauges 1435 mm and wider with permissible speeds between 80 km/h and 300 km/h. Annex C (informative) describes the conversion rules which can be applied for tracks with gauges wider than 1435 mm. Normative Annex D is applied for track gauges wider than 1435 mm.
However, the values and conditions stated for this speed range can also be applied to lines where permissible speeds are less than 80 km/h, but in this case, more or less restrictive values may need to be used and should be defined in the contract.
This European Standard need not be applicable to certain urban and suburban lines.
This European Standard also takes account of vehicles that have been approved for high cant deficiencies.
For the operation of tilting trains, specific requirements are defined within this European Standard.
Standards | Relationship |
EN 13803-1:2010 | Identical |
EN 15687:2010 | Railway applications - Testing for the acceptance of running characteristics of freight vehicles with static axle loads higher than 225 kN and up to 250 kN |
EN 14363:2016 | Railway applications - Testing and Simulation for the acceptance of running characteristics of railway vehicles - Running Behaviour and stationary tests |
EN 13848-1:2003+A1:2008 | Railway applications - Track - Track geometry quality - Part 1: Characterisation of track geometry |
2008/57/EC : 2008 AMD 5 2014 | DIRECTIVE 2008/1957/EC OF THE EUROPEAN PARLIAMENT AND OF THE COUNCIL OF 17 JUNE 2008 ON THE INTEROPERABILITY OF THE RAIL SYSTEM WITHIN THE COMMUNITY (RECAST) (TEXT WITH EEA RELEVANCE) |
EN 12299:2009 | Railway applications - Ride comfort for passengers - Measurement and evaluation |
EN 13803-2:2006+A1:2009 | Railway applications - Track - Track alignment design parameters - Track gauges 1 435 mm and wider - Part 2: Switches and crossings and comparable alignment design situations with abrupt changes of curvature |
ISO 80000-3:2006 | Quantities and units Part 3: Space and time |
UIC 518-1 : 1ED 2004 | SUPPLEMENT TO UIC LEAFLET 518: APPLICATION TO VEHICLES EQUIPPED WITH A CANT DEFICIENCY COMPENSATION SYSTEM AND/OR TO VEHICLES INTENDED TO OPERATE WITH A HIGHER CANT DEFICIENCY THAN STATED FOR CATEGORIES 1 TO 3 |
UIC 518-2 : 1ED 2004 | SUPPLEMENT TO UIC LEAFLET 518: APPLICATION TO WAGONS WITH AXLELOADS MORE THAN 22,5 T AND UP TO 25 T |
EN 14067-6:2010 | Railway applications - Aerodynamics - Part 6: Requirements and test procedures for cross wind assessment |
UIC 518 : 4ED 2009 | TESTING AND APPROVAL OF RAILWAY VEHICLES FROM THE POINT OF VIEW OF THEIR DYNAMIC BEHAVIOUR - SAFETY - TRACK FATIGUE - RIDE QUALITY |
EN 15686:2010 | Railway applications - Testing for the acceptance of running characteristics of railway vehicles with cant deficiency compensation system and/or vehicles intended to operate with higher cant deficiency than stated in EN 14363:2005, Annex G |
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