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 Rail design 6 options 6 Aerial and ground survey Geotechnical field investigation Track design InRail Horizontal and vertical geometry 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 Preliminary Subgrade Earthwork Quantities Balanced? In ROW? Preliminary Limits of Cut and Fill Preliminary ROW Final Geometry (H&V) Copyright C. Tyler Dick, 2012 – All Rights Reserved 10 Can set design criteria to autogenerate curves, spirals and super elevation based on track design speed and maximum super elevation Copyright C. Tyler Dick, 2012 – All Rights Reserved 11 Design vertical curves by “R” value for track design Can also automate with design criteria Copyright C. Tyler Dick, 2012 – All Rights Reserved 12 Final Geometry DTM & Typical Section Template Corridor & Preliminary Earthwork Model Set Special Ditch Profiles Detailed Earthwork Model In ROW? Final Limits of Cut and Fill Final ROW Hydraulic check Final Cross Sections Final Quantities Copyright C. Tyler Dick, 2012 – All Rights Reserved 13 Define subgrade and ditch width, side slopes Copyright C. Tyler Dick, 2012 – All Rights Reserved 14 Plan X-section Profile Copyright C. Tyler Dick, 2012 – All Rights Reserved Assign templates to horizontal and vertical geometry Preview cross sections 15 Templates create 3-D proposed subgrade earthwork surface Fill Cut with Ditches Copyright C. Tyler Dick, 2012 – All Rights Reserved 16 Locomotive cab perspective view of proposed and existing earthwork surfaces Cut with Ditches Fill Proposed Centerline Copyright C. Tyler Dick, 2012 – All Rights Reserved 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 tyler.dick@hdrinc.com | 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 Growth Mix Impact High Speed Rail Market Shift Future Case “What-if” Schedules Train Size What if? analyses Adding Infrastructure Sidings Signals Double track 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 Priorities Network Track Layout Signals Switches Speed Limits Grades Curvature Trains Internal Train Performance Calculator Meet/Pass Logic Origin and Destinations Dwells Crew Changes Locomotives Consist Priorities Outputs Copyright Samuel L. Sogin, 2012 – All Rights Reserved 29 Link Types — — — — — — — — — — — — Built of link and nodes Nodes Identify — — — — — — Copyright Samuel L. Sogin, 2012 – All Rights Reserved Foul Crossover Turnout Road Crossing Signaled Siding Controlled Siding Main Industrial Storage Passenger Station Yard Foreign 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 139.230 139.370 141.460 142.450 142.800 143.610 143.976 Main 1 Speed Speed 50/4050/40 Speed 50/40 Speed 50/40 SpeedSpeed 50/40 Speed 55/50 55/50 Speed 55/50 GradeGrade Grade 0.313 Grade GradeGrade 0.000 Grade -0.024 0.000 Grade -0.230 -0.052 Curvature 2.11 Curvature Curvature 1.87 0.930 0.3850.407 Curvature Curvature 0.75 0.30 Curvature 2.08Curvature Curvature 2.60 2.75 Copyright Samuel L. Sogin, 2012 – All Rights Reserved 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 Priorities Network Track Layout Signals Switches Speed Limits Grades Curvature Trains Internal Train Performance Calculator Meet/Pass Logic Origin and Destinations Dwells Crew Changes Locomotives Consist Priorities Outputs Copyright Samuel L. Sogin, 2012 – All Rights Reserved 36 Copyright Samuel L. Sogin, 2012 – All Rights Reserved 37 Priorities Network Track Layout Signals Switches Speed Limits Grades Curvature Trains Internal Train Performance Calculator Meet/Pass Logic Origin and Destinations Dwells Crew Changes Locomotives Consist Priorities Outputs Copyright Samuel L. Sogin, 2012 – All Rights Reserved 38 Priorities Network Track Layout Signals Switches Speed Limits Grades Curvature Trains Internal Train Performance Calculator Meet/Pass Logic Origin and Destinations Dwells Crew Changes Locomotives Consist Priorities Outputs Copyright Samuel L. Sogin, 2012 – All Rights Reserved 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 Q10001 5000 Q10001 Copyright Samuel L. Sogin, 2012 – All Rights Reserved V10001 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 Randomize train departure times Set by train type Intermodal trains [-0:15,+0:30] Merchandise [-0:30,+1:00] Coal [-2:00,+4:00] Multiple random seeds Copyright Samuel L. Sogin, 2012 – All Rights Reserved 42 Priorities Network Track Layout Signals Switches Speed Limits Grades Curvature Trains Internal Train Performance Calculator Meet/Pass Logic Origin and Destinations Dwells Crew Changes Locomotives Consist Priorities Outputs Copyright Samuel L. Sogin, 2012 – All Rights Reserved 43 Detailed train performance data Delay reports Time-distance charts Animation Copyright Samuel L. Sogin, 2012 – All Rights Reserved 44 Distance 6 Hour Disruption Recovery Normal Time Copyright Samuel L. Sogin, 2012 – All Rights Reserved 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 <ctdick@illinois.edu> 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 Samuel L. Sogin, 2012 – All Rights Reserved 48