Title: Automated and Cost Effective Railway Infrastructure Maintenance
1Automated and Cost Effective Railway
Infrastructure Maintenance
2Automated and cost effective maintenance
- Aim increase railway capacity and efficiency
through automated and high speed maintenance
technique leading to zero possessions and a 24hr
railway
Required identification of maintenance
activities with most impact on capacity
InnoTrack project identified top maintenance
and renewal costs
Priorities for innovation
3Project size
- Expect approx 3m EU funding if successful
- Total project budget approx 6m
- Equivalent man effort 405.5 man months
- Need to look at breakdown of resource amongst sub
projects
4Project structure
- Core group/co-ordination group
- Composed of SP leaders
- Business group/Steering group
- Customer Infrastructure managers
- Network Rail ProRail
- DB Banverket
- SNCF RFI
5Interested parties
- ADIF
- ARUP
- DeltaRail
- MER MEC
- Ansaldo STS
- Corus
- RFI
- UNIFE
- ProRail
- Roke Manor
- SNCF
- RFI
- Banverket
- Cybula
- DB
- ESR
- Univeristy of Essex
- Univeristy of Huddersfield
- Lloyds Register
- Lulea Rail Research Centre
- Uni Newcastle
- Omnicomm
- Uni Birmingham
- Network Rail
6Current project status
- Initial Consortium building meeting-brainstorming
Utrecht 19th May 2009 - Second consortium building-project content
planning meeting - Brussels 8th July 2009 - Core group meeting Utrecht 17th July 2009
- Next full consortium meeting September 2009
7Automated and cost effective maintenance
principle tasks
Design of modular infrastructure and components
machine replacement
Analysis of current maintenance activities
procedures and results
Maintenance database
Automated and cost effective maintenance
High speed inspection
Automatic planning systems and neural networks
for optimum correction method
Innovative maintenance methods and vehicles
High speed maintenance
8Automated and cost effective maintenance
principle tasks
- Design of modular infrastructure and components
- common interfaces, size and shape
- machine locatable and replaceable
- Analysis of current maintenance activities
- Does the current structure of maintenance
activities apply for automation? - Automatic planning systems and development of
neural networks for optimum decision making - Automated planning systems and neural networks to
monitor past activities and optimise future
maintenance activities to have the strongest
chance of success - High speed maintenance
- Innovation to increase speed of maintenance
activities, such as tamping and grinding - Target to achieve maintenance activities at near
to line speed - High speed inspection
- Building upon inspection work in Innotrack and
INTERAIL - Innovative vehicles and equipment for carrying
out maintenance - Robotics and novel machines
9Project structure
10Maintenance flow diagram
Reactive Maintenance
Planned Maintenance/ Servicing
SP2 Infrastructure designed for automated
maintenance
SP6 High speed inspection
SP4 Automated timetabling and planning
SP5/SP7 Techniques and vehicles for automated
maintenance
11Cross-overs and interactions
12Reduce unplanned unavailability
100 24 hrs
availability
unplanned unavailability
planned unavailability
possessions and inspection slot
- Goal reduce number and size of planned
unavailability possessions and slots. - To reach this goal, study possibilities to
- reduce preparation and withdrawal time
- increase speed of activity
- only plan maintenance when necessary or useful
- combine activities
- less inspection train paths (fault or condition
detection in asset itself, or monitor from
service train) - Spin-off of developing solutions will be
- insight in performance of machines and
components, and suggestion for their design
ACTIVITY (Maintenance or inspection)
prepare
withdraw from track
possession or slot length
13Ideas for achieving these actions
- Reduce preparation and withdrawal time
- longer possessions may save multiple preparation
and withdrawal actions - logistics optimisation, prepare as much as
possible before possession starts - optimise coordination between
- use measurement train info to set parameters for
maintenance, rather than use initial measurement
run of maintenance machine - Increasing speed of activity
- faster maintenance
- faster inspection and monitoring
- Only plan maintenance when necessary or useful
- carefully analyse condition monitoring
information to determine where maintenance is
needed - dont take fixed maintenance intervals for
granted - Combination of activities
- two activities in one possession saves a
possession - Less inspection train paths
- shift from measurement train to fault or
condition detection in asset itself, or monitor
from service train
14SP1 - Manage
- Inter-operability of new equipment and techniques
with others in the project and existing (and
planned) standards. - Interested parties
- NR Delta Rail
- UNIFE University of Birmingham
- Ansaldo
- Comments
- Need to define what databases/international
projects will be connected/made use of during
project - Define structure for all tasks, using PAS-55
framework.
15SP2 Component design
- A better understanding of degradation will
improve design. - Modular design and components specifically
designed for ease of maintainability. - Equipment standards European interoperability
same components and maintenance equipment can be
utilised across Europe - SP2.1 Overall technologies that can be used in
identification and standardisation, reference
points (eg RFID tagging, colouration of
components for easy identification by image
analysis) - SP2.2 Identification of components that are
incompatible with maintenance (eg points and
ballise with grinding) - SP2.3 Track designed for automated maintenance
and renewal - SP2.4 Signalling equipment designed for
automated maintenance and renewal - SP2.5 OHL/3rd rail designed for automated
maintenance and renewal
16SP3 - Decide
- Key issues
- Time of maintenance, kind of maintenance,
sustainability of maintenance. - Grading the asset. Performance of the asset.
- Location of maintenance
- Prediction and prevent. Understanding what is
the effect of not carrying out the maintenance - Expected maintenance (degradation) vs. unexpected
maintenance (fault/failure). - Alert management.
- Optimal maintenance.
- Degraded mode operation. (Operate under speed
restriction) - Criteria for decision making. Business
objectives. - Priority.
- Identification of interacting corrective actions
eg. Tamping vs wet beds - Potential sub-projects
- SP3.1 Understanding asset performance and
criteria to fulfil business objectives (cost
function). - SP3.2 Asset maintenance strategies and
informing work force (communication). - SP3.3 Identification of different corrective
action methods for each track fault/current basis
for decision making when have multiple choices - SP3.4 Fault/degradation detection, diagnosis
and identification. - SP3.5 Constraint satisfaction, decision making
toolbox
17SP4 - Plan
- Key issues
- Strategic view of our actions (maintenance and
possession vs speed limit and continued
operation) - Planning of maintenance within the timetable
- Fewer possessions and in-service measurement/high
speed maintenance - Potential sub-projects
- SP4.1 Resource utilization (machine mainly)
- SP4.2 Access planning (possession, in-service)
- SP4.3 Optimal strategy.
18SP5 - Work
- Key issues
- Categorisation of work.
- Matrix of different types of work. Existing
solutions, what activities are currently
automated/mechanised, state of the art in terms
of high speed. As is, and to be. - Potential sub-projects
- SP5.1 State of the art in current maintenance
techniques. - SP5.2 Identify gaps in technology and
prioritise and routemap the development of the
required maintenance techniques.
19SP6 - Measure
- Key issues
- Existing in-service geometry measurement from DB
(with limited functionality). There is little
post processing, but some data visualisation.
From this train a complete view of the track is
obtained every 3 days. NR (and others) have
specialised trains, this generally provides data
on a monthly basis. Large amount of time
required to process data and visualise. - UIC working group on track condition monitoring.
- Ensuring that the context (meta-data) of the data
collected is retained (e.g. when, what happened
before/after, how it was collected, etc.). - Signalling data can be used to look at track
usage. - Communication protocols getting the best use
out of the data (InteGRail) - New sensor type is not to be developed as part of
this project can use sensor development from
other projects eg INTERAIL. But project might
identify where new sensor/measurement technology
is required eg Track stiffness measurement. - Need to ensure measurement/success of work
carried out will be vital for decision making - Potential sub-projects
- SP6.1 state-of-the-art review of what is being
measured and how. Determine the most appropriate
measurement technique for each infrastructure
problem. - SP6.2 data representation (meta-data), levels
of data collection. - SP6.3 pre-processing and automatic data
visualisation. - SP6.4 data integration coordination of data.
Co-ordinating data - SP6.5 validation of maintenance actions.
20SP7 - Machine
- Development of concepts for the vehicles or
devices that will carry out the maintenance
activities, incorporating the outputs from
SP2-SP6 - Human factor issues and de-skilling work force
- Modular maintenance machines with ability to
couple compatible maintenance modules on to one
train, to reduce timetable impact. - SP7.1 Human factors and reliability.
Optimisation of automation removal of human
error vs deskilled workforce. System reliability
and contingency. Eg. what is the impact of a
failure in the automated planning system. - SP7.2 Grouping of maintenance activities that
can potentially be combined into one machine, eg
continuous maintenance grinding, tamping, etc.
Discrete/stationary activities cutting and
rewelding track sections, etc. And
recommendations for machine design.
21SP8 Cost/Capacity impact
- SP8.1 Cost of existing maintenance activities.
- SP8.2 Cost of Availability (impact), Capacity
(train paths), Safety (loss of life), Quality
(asset life improvement. Cost of inspection.
Cost of maintenance vs new build/additional track
to improve availability. - SP8.3 Cost function for optimisation.
Different IMs will have different cost functions
(or weighting of parameters in the cost
function). Innotrack/ERRAC (system cost). LICB
UIC Group.
22Questions