Transcript REES 2014- Introduction to Rail Software, InRail and RTC
C. Tyler Dick, P.E.
University of Illinois at Urbana-Champaign Copyright C. Tyler Dick, 2012 – All Rights Reserved 1
Railway geometry is designed with a specialized application running within a CAD program
InRail or Geopak most common Both run inside MicroStation Civil3D within AutoCAD is also used Copyright C. Tyler Dick, 2012 – All Rights Reserved 2
MicroStation CAD platform
Generates, manipulates and prints graphics Displays aerial images, backgrounds Layer drawings into design plans
InRail or Geopak Design Software
Intelligent “brains & math” behind graphics Ties track alignment and profile geometry to graphics Stores elevation and terrain model data for existing ground and proposed subgrade surfaces Copyright C. Tyler Dick, 2012 – All Rights Reserved 3
Early days of computing, method of math processing leads to efficiency in certain areas MicroStation for large spatial civil projects AutoCAD for detailed mechanical design Many State DOTs adopted MicroStation Railways and consultants did the same Some structures work with AutoCAD, used for rail design in states with “AutoCAD DOTs” MicroStation and AutoCAD interfaces converging over time… MS v8i offers complete cross-functionality Copyright C. Tyler Dick, 2012 – All Rights Reserved 4
Bentley InRail is a specialized version of the InRoads highway design software 95% of the commands and functions are the same Same workflow InRail offers additional capability for turnouts, superlevation, rail design criteria
Copyright C. Tyler Dick, 2012 – All Rights Reserved 5
Turnout commands Copyright C. Tyler Dick, 2012 – All Rights Reserved 6
Aerial and ground survey Geotechnical field investigation Track design
Horizontal and vertical geometry
InRail
Subgrade, earthwork and basic drainage Culverts and special ditches Roadway crossings and signage
Bridge and facilities design support
Copyright C. Tyler Dick, 2012 – All Rights Reserved 7
Survey
Contours and topo information provided in AutoCAD or MicroStation format Aerial images may also be provided
Use InRail and survey drawing to create 3D model of existing ground
Digital Terrain Model or “DTM” Network of triangles represents the surface Copyright C. Tyler Dick, 2012 – All Rights Reserved 8
Copyright C. Tyler Dick, 2012 – All Rights Reserved 9
Detailed Topo Preliminary Route Horizontal Alignment DTM Grades OK?
Vertical Alignment (Profile) Typical Section Balanced?
Preliminary Subgrade Earthwork Quantities Preliminary Limits of Cut and Fill Preliminary ROW Final Geometry (H&V) In ROW?
Copyright C. Tyler Dick, 2012 – All Rights Reserved 10
Copyright C. Tyler Dick, 2012 – All Rights Reserved Can set design criteria to auto generate curves, spirals and super elevation based on track design speed and maximum super elevation 11
Copyright C. Tyler Dick, 2012 – All Rights Reserved Design vertical curves by “R” value for track design Can also automate with design criteria 12
Final Geometry DTM & Typical Section Template Corridor & Preliminary Earthwork Model Set Special Ditch Profiles Detailed Earthwork Model Final Limits of Cut and Fill In ROW?
Hydraulic check Final ROW Final Cross Sections Final Quantities Copyright C. Tyler Dick, 2012 – All Rights Reserved 13
Copyright C. Tyler Dick, 2012 – All Rights Reserved Define subgrade and ditch width, side slopes 14
Plan Profile X-section Copyright C. Tyler Dick, 2012 – All Rights Reserved Assign templates to horizontal and vertical geometry Preview cross sections 15
Fill Cut with Ditches Copyright C. Tyler Dick, 2012 – All Rights Reserved Templates create 3-D proposed subgrade earthwork surface 16
Cut with Ditches Fill Proposed Centerline Copyright C. Tyler Dick, 2012 – All Rights Reserved Locomotive cab perspective view of proposed and existing earthwork surfaces 17
Detailed earthwork model and DTM combined into proposed terrain Drainage area analysis determines flows and culvert locations Culverts sized using hydraulic analysis programs outside CAD
Copyright C. Tyler Dick, 2012 – All Rights Reserved 18
Roadway crossings
Layout of panels, protection devices Horizontal and vertical reconstruction Culverts to carry ditches under roadways
Locate signage, derails, bumping posts Coordinate with bridge and/or facilities designers
Railway geometry and earthwork sections
Quantities & Cost Estimates
Copyright C. Tyler Dick, 2012 – All Rights Reserved 19
Standard CAD tools used to create sheets from rail design program output
Project Layout Geometry and Quantity Summaries Typical Sections Plan and Profile Track Culvert Roadway Cross Sections Standard Details Sign Layouts Grade Crossing Layouts Drainage Area Map Bridge/Facility Drawings Copyright C. Tyler Dick, 2012 – All Rights Reserved 20
Copyright C. Tyler Dick, 2012 – All Rights Reserved 21
MicroStation v8i and InRail (Bentley Rail Track v8i) are available on a student/faculty academic license from Bentley Individual and institution licenses available www.bentley.com
Training & learning Academic program Educators Students Copyright C. Tyler Dick, 2012 – All Rights Reserved 22
Presentation Author
Tyler Dick Professional Associate, Engineer-Rail HDR Engineering 600 West 6th Street, Suite 100 | Fort Worth, TX 76102 817.333.2803
[email protected] | hdrinc.com
…….
It is the author’s intention that the information contained in this file be used for non-commercial, educational purposes with as few restrictions as possible. However, there are some necessary constraints on its use as described below.
Copyright Restrictions and Disclaimer:
The materials used in this file have come from a variety of sources and have been assembled here for personal use by the author for educational purposes. The copyright for some of the images and graphics used in this presentation may be held by others. Users may not change or delete any author attribution, copyright notice, trademark or other legend. Users of this material may not further reproduce this material without permission from the copyright owner. It is the responsibility of the user to obtain such permissions as necessary. You may not, without prior consent from the copyright owner, modify, copy, publish, display, transmit, adapt or in any way exploit the content of this file. Additional restrictions may apply to specific images or graphics as indicated herein.
The contents of this file are provided on an "as is" basis and without warranties of any kind, either express or implied. The author makes no warranties or representations, including any warranties of title, noninfringement of copyright or other rights, nor does the author make any warranties or representation regarding the correctness, accuracy or reliability of the content or other material in the file.
Copyright C. Tyler Dick, 2012 – All Rights Reserved 23
Line-of-Road Simulation Tool C. Tyler Dick University of Illinois Copyright Samuel L. Sogin, 2012 – All Rights Reserved 24
Network capacity analysis model “
RTC is a powerful software package that dispatches trains using the same elements as a human dispatcher.”
Copyright Samuel L. Sogin, 2012 – All Rights Reserved 25
Mix Impact Growth High Speed Rail Future Case “What-if” Market Shift Schedules
What if?
Adding analyses Infrastructure
Sidings Signals Double track Train Size
Operational changes
Rerouting Higher volumes Shorter dwells Copyright Samuel L. Sogin, 2012 – All Rights Reserved 26
Copyright Samuel L. Sogin, 2012 – All Rights Reserved 27
Copyright Samuel L. Sogin, 2012 – All Rights Reserved 28
Network
Track Layout Signals Switches Speed Limits Grades Curvature
Trains
Origin and Destinations Dwells Crew Changes Locomotives Consist Priorities
Internal Train Performance Calculator Priorities
Meet/Pass Logic Copyright Samuel L. Sogin, 2012 – All Rights Reserved
Outputs
29
Built of link and nodes
Copyright Samuel L. Sogin, 2012 – All Rights Reserved Link Types — — — — — — — — — — — — Foul Crossover Turnout Road Crossing Signaled Siding Controlled Siding Main Industrial Storage Passenger Station Yard Foreign Nodes Identify — — — — — — Signal Switch Diamond Change in grade Change in curvature Change in speed 30
Detailed network information: Grade crossings Speeds Curvature Elevations Configuration Sources of data: GIS Engineering database Track charts Timetables Engineering drawings Yard maps Google/Bing Maps Copyright Samuel L. Sogin, 2012 – All Rights Reserved 31
Track Charts RTC Main 1 139.230
139.370
50/40 50/40 0.385
0.407
0.75
0.30
Speed Grade Curvature
50/40 0.313
2.11
141.460
142.450
Speed Grade Curvature Speed Grade
2.08
Curvature 142.800
55/50 0.000
2.75
Copyright Samuel L. Sogin, 2012 – All Rights Reserved
143.610
143.976
55/50 -0.052
0.930
32
Signal BA 141.4
Orleans Rd CP 139
Copyright Samuel L. Sogin, 2012 – All Rights Reserved 33
Train consist characteristics Tonnage Length Loaded/empty cars Number and type of locomotives Train route characteristics Origin Destination Crew change locations Turnaround locations Pick-up and set-out locations Copyright Samuel L. Sogin, 2012 – All Rights Reserved 34
Other data sources: OS reporting Dispatching replays String-lines Human sources: Planners Division managers Trainmasters Yardmasters Copyright Samuel L. Sogin, 2012 – All Rights Reserved 35
Network
Track Layout Signals Switches Speed Limits Grades Curvature
Trains
Origin and Destinations Dwells Crew Changes Locomotives Consist Priorities
Internal Train Performance Calculator Priorities
Meet/Pass Logic Copyright Samuel L. Sogin, 2012 – All Rights Reserved
Outputs
36
Copyright Samuel L. Sogin, 2012 – All Rights Reserved 37
Network
Track Layout Signals Switches Speed Limits Grades Curvature
Trains
Origin and Destinations Dwells Crew Changes Locomotives Consist Priorities
Internal Train Performance Calculator Priorities
Meet/Pass Logic Copyright Samuel L. Sogin, 2012 – All Rights Reserved
Outputs
38
Network
Track Layout Signals Switches Speed Limits Grades Curvature
Trains
Origin and Destinations Dwells Crew Changes Locomotives Consist Priorities
Internal Train Performance Calculator Priorities
Meet/Pass Logic Copyright Samuel L. Sogin, 2012 – All Rights Reserved
Outputs
39
Priority-based dispatching Train type specific
Coal min: 3500 initial:5000 max:6500 Intermodal min: 4500 initial:6000 max:7500
Increases and decreases based on early or late time versus prorated schedule
6000
Peaks when hours of service approaches for crews
V10001 5000 Q10001 Q10001 V10001
Copyright Samuel L. Sogin, 2012 – All Rights Reserved 40
When trains become tangled RTC will rewind, make changes and attempt to resolve The model will fail if it is unable to resolve complicated conflicts
“The difference between RTC and the human is that RTC solves the dispatching problem on a much larger scale: greater distances and longer periods of time
” Copyright Samuel L. Sogin, 2012 – All Rights Reserved 41
Goal is for 28 days 7 days warm up 14 days statistical period 7 day cool down Multiple random seeds Randomize train departure times Set by train type Intermodal trains [-0:15,+0:30] Merchandise Coal [-0:30,+1:00] [-2:00,+4:00] Copyright Samuel L. Sogin, 2012 – All Rights Reserved 42
Network
Track Layout Signals Switches Speed Limits Grades Curvature
Trains
Origin and Destinations Dwells Crew Changes Locomotives Consist Priorities
Internal Train Performance Calculator Priorities
Meet/Pass Logic Copyright Samuel L. Sogin, 2012 – All Rights Reserved
Outputs
43
Detailed train performance data Delay reports Time-distance charts Animation Copyright Samuel L. Sogin, 2012 – All Rights Reserved 44
6 Hour Disruption Recovery Time Copyright Samuel L. Sogin, 2012 – All Rights Reserved Normal 45
Copyright Samuel L. Sogin, 2012 – All Rights Reserved 46
Copyright Samuel L. Sogin, 2012 – All Rights Reserved 47
Presentation Author
C. Tyler Dick, P.E.
Senior Railway Research Engineer Rail Transportation and Engineering Center Civil & Environmental Engineering Department University of Illinois at Urbana-Champaign 1241 Newmark Civil Engineering Lab Urbana, IL 61801 (217) 300-2166
Copyright Restrictions and Disclaimer:
The materials used in this file have come from a variety of sources and have been assembled here for personal use by the author for educational purposes. The copyright for some of the images and graphics used in this presentation may be held by others. Users may not change or delete any author attribution, copyright notice, trademark or other legend. Users of this material may not further reproduce this material without permission from the copyright owner. It is the responsibility of the user to obtain such permissions as necessary. You may not, without prior consent from the copyright owner, modify, copy, publish, display, transmit, adapt or in any way exploit the content of this file. Additional restrictions may apply to specific images or graphics as indicated herein.
The contents of this file are provided on an "as is" basis and without warranties of any kind, either express or implied. The author makes no warranties or representations, including any warranties of title, noninfringement of copyright or other rights, nor does the author make any warranties or representation regarding the correctness, accuracy or reliability of the content or other material in the file.
Copyright Samuel L. Sogin, 2012 – All Rights Reserved 48