cen tc256 – sc1 seminar zagreb 2012-10-12 track geometry
TRANSCRIPT
CEN TC256 – SC1 SeminarZAGREB 2012-10-12
Track Geometry ActivitiesWG28
2CEN TC256 – SC1 : 2012-10-12 Zagreb
TRACK GEOMETRY QUALITY – Summary
� Historical considerations
� Scope of WG28
� Work program of WG28
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NEED OF A STANDARD ON TRACK GEOMETRY
� In early 90’s, the new processes of European Railwa ys needed a clear and common description of track geometry:� Interoperability
� Separation between infrastructure and train operator companies
� 3 CEN WGs requested a description of track geometry quality for their own works :� WG 7 Ride comfort for passengers� WG10 Vehicle acceptance
� WG 15 Track alignment design parameters
� Creation of a Survey Group in October 1994 (SG8)
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WORK DONE BY SG 8
� SG8 Started in 1996: Review of how track geometry is handled by different activities (CEN, UIC, ERRI…)
� Survey of the current situation of track geometry by means of a questionnaire sent to each participating country to the SG :� Management of track geometry
� Track recording vehicles
� Relevant parameters� Processing and analysis of parameters
� Track geometry standards
� Correlation methods
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CONCLUSIONS OF SG 8
� SG 8 gave 4 recommendations� Development of a rigorous method enabling measured data to be
compared when coming from two different systems� Establishing derailment standards for track geometry quality� Creation of an European Norm on track geometry quality
• Description of parameters and filtering methods (“strong agreement”)
• Track geometry standards values (“greater difficulty”)
� Creation of an European Norm on specification for future track recording vehicles
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Scope of WG28
� Scope of the WG28 � To establish one or more European Standard covering the subjects:
• Characterization of the track geometry
• Specifications of measuring devices
� The WG 28 was created in 1998� the 1st meeting took place on the 8th of April 1998 in Bern� The 83rd meeting is scheduled on the 22nd of November 2012
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Program of work of WG28
� EN 13848 Series� WG 28 has worked on 3 main items:
� Characterisation of track geometry (Part 1)
� Measuring devices ⇒ This item has been divided in 3 parts:• Part 2: Recording vehicle
• Part 3: Track construction and maintenance machines• Part 4: Manual and light weight devices
� Geometric quality assessment• Part 5: Geometric quality levels
• Part 6: Characterization of track geometry quality
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Members of WG28
� 25 members from 14 countries:� Austria
� Belgium
� Czech Republic
� Denmark� Finland
� France
� Germany� Italy
� Netherlands
� Portugal
� Spain� Sweden
� Switzerland
� United Kingdom
� Experts coming from:� Infrastructure Authorities
� Railway administration (including metros)
� Manufacturers of measuring systems
� Track works companies
� Vehicle manufacturer (one)
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EN 13848-1 Characterization of track geometry
� Requirements to be respected by the track geometric parameters when they are measured by a recording device.
� 6 main parameters are described in the standard:� Gauge
� Longitudinal level� Cross level (or cant)
� Alignment
� Twist
� Each parameter is characterized by its:� Definition
� Measurement method� Wavelength range
� Resolution and Measurement uncertainty
� Range of measurement� Analysis method
� Output requirements
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EN 13848-2: Measuring systems: Track recording vehicles
� Minimum requirements for measuring vehicles in orde r to produce comparable results
� General description of the requirements for a track recording vehicle� Measuring devices
� Data localisation
� Data processing
� Data output and storage
� Testing and validation of a recording vehicle� Calibration
� Validation by field tests� Repeatability and reproducibility tests
• Procedures• Values to be respected (Annex C)
• Statistical analysis of parameter data � 95th percentile• Statistical analysis of standard deviation• Frequency analysis (Transfer and coherence functions)
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EN 13848-3: Measuring systems: Track construction and maintenance machines (TCMM)
� Minimum requirements for measuring systems fitted o n track construction and maintenance machines
� General description of the requirements for the mea suring system� Same principle as EN13848-2
� Testing and validation of a system fitted on a TCMM� Calibration
� Validation by field tests� Repeatability and reproducibility tests
• Procedures• Values to be respected (Annex C)
• Statistical analysis of parameter data � 95th percentile
� Annex A� Parameters measured by TCMM and differences with EN13848-1 requirements
• Taking account of the specificities of maintenance machines
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EN 13848-4: Measuring systems: Manual and light devices
� Minimum requirements for measuring systems fitted o n� track geometry measuring trolley (TGMT)
� manually operated devices (MOD)
� General description of the requirements for the mea suring system� Same principle as EN13848-2 / EN13848-3
� Testing and validation of a system fitted on a TCMM� Calibration
� Validation by field tests
� Repeatability and reproducibility tests• Procedures• Values to be respected (Annex C)
• Statistical analysis of parameter data � 95th percentile
� Annex A� Parameters measured by TGMT & MOD and differences with EN13848-1 requirements
• Taking account of the specificities of maintenance machines
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EN 13848-5: Geometric Quality level
� Safety levels required for the parameters defined i n EN 13848-1� This standard covers the following topics:
� Description of "quality levels" (AL, IL and IAL)� IAL: Immediate action limit for
• Longitudinal level• Alignment• Twist• Track gauge
� Considerations on other "quality levels" AL (Alert Limit) and IL (Intervention Limit)
• Annex B
� IAL are based on a survey of the current European p ractices in terms of safety limits
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EN 13848-5: IAL European survey
IALs are based on a survey of the European practices in terms of safety limits
0
5
10
15
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40 80 120 160 200 225 250 300Speed (kph)
Val
ue (
mm
)
Network 1
Network 2
Network 3
Network 4
Network 5
Network 6
Network 7
Network 8
Network 9
Network 10
Network 11
Network 12
Network 13
Network 14
Network 15
Network 16
EN13848Pt5 IAL
EN14363 QN3
EN14363 QN3
EN 13848-5
Longitudinal
Level (IAL)
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prEN 13848-6: Characterisation of track geometry quality
� This standard covers the following topics:� Description of track geometry quality (state of the art);
� Classification of track quality according to track geometry parameters;� Considerations on how this classification can be used
� State of the art: methods for assessing track geome try quality� Standard Deviation� Isolated defects (counting)
� Combination of parameters• Combination of standard deviations• Standard deviation of combined parameters
� Point Mass Acceleration (PMA)
� Use of vehicle response• Calculated response with vehicle model and simulations (VRA method)• Use of direct measurement
� Use of power spectral density (PSD)
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prEN 13848-6: Track Quality Classes
� The track quality classes (TQC) are defined as stan dard deviation according� 5 speed ranges� For each speed range, 5 classes ranging from A (good) to E (poor)� For both longitudinal level and alignment
� The classes are based on actual European track qual ity evaluated by a survey of 13 Networks (length ca 60 000 km: 37% of the total)� Description of track geometry quality;� Classification of track quality according to track geometry parameters;� Considerations on how this classification can be used
� Possible application of TQCs� Key performance indicator for an infrastructure manager� Establishment of a detailed working plan by an infrastructure manager;� Acceptance of track works� Contractual purposes
• between Infrastructure manager and infrastructure owner• between train operator and infrastructure owner;
� Design of a vehicle by a manufacturer according to ride quality requirements� Vehicle acceptance (selection of track sections)
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Participating Networks (in alphabetic order*)
Austria ÖBB-InfrastructureBelgium InfrabelCzech Republic SŽDCDenmark Rail Net DenmarkFinland FTAFrance SNCF / RFFGermany DB Netz Italy RFINetherlands ProRailPortugal REFERSwitzerland SBBSweden TrafikverketUnited Kingdom NetworkRail
Data samples <5% not taken into account
European Track Quality Survey
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WG28 ETQS 90% σLL (13 networks)
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1
2
3
4
5
6
v ≤ 80 80 < v ≤ 120 120 < v ≤ 160 160 < v ≤ 230 230 < v ≤ 300
1
2
3
4
5
6
7
8
9
10
11
12
13
E
QN2
network ID
km/h
mm
Longitudinal level: 90% percentile
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WG28 ETQS σLL Europe (13 networks)
QN1
QN2
QN1
QN2
QN1
QN2
QN1
QN2
QN1
QN2
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5LL [mm]
speed class 1: 230km/h < v ≤ 300km/hspeed class 2: 160km/h < v ≤ 230km/hspeed class 3: 120km/h < v ≤ 160km/hspeed class 4: 80km/h < v ≤ 120km/hspeed class 5: v ≤ 80km/hQN1QN2
Longitudinal levelCumulative frequency distributions of standard deviation
Network length represented: 160.000 km
Coverage: 37%
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WG28 ETQS σAL Europe (13 networks)
QN1
QN2
QN1
QN2QN1
QN2
QN1
QN2
QN1
QN2
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5
AL [mm]
speed class 1: 230km/h < v ≤ 300km/hspeed class 2: 160km/h < v ≤ 230km/hspeed class 3: 120km/h < v ≤ 160km/hspeed class 4: 80km/h < v ≤ 120km/hspeed class 5: v ≤ 80km/hQN1QN2
Network length represented: 160.000 km
Coverage: 37%
AlignmentCumulative frequency distributions of standard deviation
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WG28: Future activities
� Revision of Part 5� Review of IAL value
� Carrying out a survey similar as Part 6 but dedicated to maximum values of isolated defects
� Taking account of speeds higher than 300 km/h
� Revision of Part 2
� Possibly, work on Urban Rail, with the help of expert s in that domain
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THANK YOU FOR
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