FSUTMS Comprehensive Modeling Workshop - Cambridge ...

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Tim Whaler Planner Renaissance Planning Group 1413 South Howard Ave., Ste. 203 Tampa, FL 33606 Tel: 813-254-7741x108 Fax: Email: twhaler@citiesthatwork.com Ramakrishna Yennamani Research Assistant University of Florida 3230 SW Archer Rd., Apt. J248 Gainesville, FL 32608 Tel: Fax: Email: yrkemc2@gmail.com Liren Zhou Graduate Research Assistant CUTR, USF 4202 E. Fowler Ave., CUT 100 Tampa, FL 33613 Tel: 813-974-8998 Fax: Email: lzhou@cutr.usf.edu Instructors/Support: Rob Schiffer, AICP Principal Cambridge Systematics, Inc. 2457 Care Dr., Ste. 101 Tallahassee, FL 32308 Tel: 850-219-6388 Fax: 850-219-6389 Email: rschiffer@camsys.com Roberto Miquel Travel Demand Modeler Wilbur Smith Associates 2940 Kerry Forest Pkwy., Ste. 201 Tallahassee, FL 32309 Tel: 850-309-0838 Fax: 850-414-4876 Email: RMiquel@WilburSmith.com Yongqiang Wu Transportation Modeling Manager FDOT, Systems Planning Office Tallahassee, FL Tel: 850-414-4900 Fax: 850-414-4876 Email:Yongqiang.Wu@dot.state.fl.us Diana Fields Transportation Planner FDOT, Systems Planning Office Tallahassee, FL Tel: 850-414-4900 Fax: 850-414-4876 Email: Diana.Fields@dot.state.fl.us \ FSUTMS Comprehensive Modeling Workshop – List of Registered Attendees Page 14
GLOSSARY OF TERMS Access Connectivity between a TAZ and the network. Access can be distinguished between highway and transit networks, and between automobile and pedestrian modes. Alightings The number of persons getting off a transit vehicle. Area Type Network link code representing the type of land use in the area. Attraction The desirability of a zone. For non-home-based trips, attractions in a zone can be considered synonymous with trip destinations in that zone. Auto Occupancy Rate Average number of persons per vehicle. Best Path One of many paths between a specific origin and destination pair in a transit network determined to be the most efficient means of traveling from the origin to the destination. The default transit path methodology used in Florida. Boardings The number of persons getting on a transit vehicle. Calibration A process where models are adjusted to simulate trip-making characteristics of households in the model study area to match observed traffic activity in the study area. Capacity The maximum number of vehicles that can pass over a given section of a lane or roadway in one direction (or in both directions for a two-lane or three-lane highway). It is the maximum rate of flow that has a reasonable expectation of occurring. The terms “capacity” and “possible capacity” are synonymous. In the absence of a time modifier, capacity is an hourly volume. In expressing capacity, it is essential to state the prevailing roadway and traffic conditions under which the capacity is applicable. The capacity would not normally be exceeded without changing one or more of the conditions that prevail. FSUTMS Comprehensive Modeling Workshop– Glossary of Terms Page 15
Page 1 and 2: FSUTMS-CUBE MODELING TRAINING SERIE
Page 3 and 4: PREFACE This four-day training cour
Page 5 and 6: ACKNOWLEDGMENTS This four-day train
Page 7 and 8: AGENDA FSUTMS COMPREHENSIVE MODELIN
Page 9 and 10: Thursday, October 18, 2007 - 8:30 a
Page 11 and 12: FSUTMS Comprehensive Modeling Works
Page 13 and 14: LIST OF REGISTERED ATTENDEES FSUTMS
Page 15: George Newman Engineer Walton Count
Page 19 and 20: Highway-Only Model A model that onl
Page 21 and 22: Ridership Number of individuals usi
Page 23 and 24: Trip Table A table showing trips be
Page 25 and 26: Agenda (Cont’d) Tuesday, October
Page 27 and 28: Software ► Cube 4.1.2 Educational
Page 29 and 30: FY -7-08 Training Workshops ► Sep
Page 31 and 32: FSUTMS Web Portal www.fsutmsonline.
Page 33 and 34: Lesson 2 - FSUTMS Basics Lesson Goa
Page 35 and 36: 26 Metropolitan Planning Organizati
Page 37 and 38: Cube Relationships Cube Voyager App
Page 39 and 40: Olympus Training Model FSUTMS--CUBE
Page 41 and 42: View The Input Data Files Exercise
Page 43 and 44: Execute Cube-Voyager Exercise 2.1.2
Page 45 and 46: Review Loaded Network Exercise 2.1.
Page 47 and 48: Lesson 3 - FSUTMS Standards Part On
Page 49 and 50: Directory Structure Model File Fold
Page 51 and 52: File Naming - Examples Model Steps
Page 53 and 54: Model Application - Example Concept
Page 55 and 56: Exchange of User Information www.fs
Page 57 and 58: FSUTMS Launcher ► The FSUTMS Laun
Page 59 and 60: Understanding Cube ► A major diff
Page 61 and 62: Scenario Manager ► Four sub-windo
Page 63 and 64: Cube Graphics ► The Cube Graphics
Page 65 and 66: Execute FSUTMS Launcher Step 1 Inst
Page 67 and 68:
Add a Sibling in Scenario Manager F
Page 69 and 70:
Lesson 4 - Trip Generation Part One
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FSUTMS Trip Purposes ►Purpose 1 -
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Desired End Product ►The desired
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FSUTMS--CUBE MODELING TRAINING SERI
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Delineation of TAZs FSUTMS--CUBE MO
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Sources of Zonal Data (cont’d)
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Overview of Model Applications ►S
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Source of “INTEXT” ►The INTEX
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Developing Trip Rates ► Trip rate
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Lesson 4 Computer Exercise Part One
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Review Trip Generation Inputs Trip
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Review Trip Generation Outputs Exer
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Update Socioeconomic Data and Re-ru
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1 2 Exercise 4.1.4 FSUTMS--CUBE MOD
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Answer Key - Trip Generation Output
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Lesson 4 - Trip Generation Part Two
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External Process ► The External P
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External Travel Surveys Methods (Co
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Calculate Growth Factor for New Val
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Historical Projections 40000 Count
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Data Entry - Screen 2 FSUTMS--CUBE
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Linear Volume Projections FSUTMS--C
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External Model Step 1 Instructions:
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Project Future Station Volumes (con
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Note: If the menu does not appear c
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End of Lesson 4 Close all files and
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Overview ► The highway network mo
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Zone Network Compatibility (Cont’
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Network Coding ► In a typical urb
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AT Definitions (Cont’d) ► 3x Re
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Screenlines/Cutlines ► Screenline
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Seasonal Factors Seasonal traffic v
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Default Input Capacities ► Look-U
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Speed-Capacity Table - LOS E Capaci
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Highway Network Module Details FSUT
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Review Highway Network Inputs Step
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Edit Highway Network: Viewing Data
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Edit Highway Network: Viewing Data
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Edit Highway Network: Automatic Int
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1 2 FSUTMS--CUBE MODELING TRAINING
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Layer Control Double-Click on BDY C
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Overview ►The highway network pat
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Penalties/Prohibitors Prohibitors
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Toll Links See Data Dictionary for
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Driving Time Driving Time In Minute
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Interactive Path Building FSUTMS--C
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Compute Intrazonal Times 1 Intrazon
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Begin Exercises If you have any pro
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Display Highway Paths (Cont’d) St
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Modification of TOLLLINK Attributes
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Modification of TOLLLINK Attributes
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Summary This concludes Lesson 5. We
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Overview ► The Trip Distribution
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Gravity Model Equation T ij = P i
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Subarea Balancing ►Alternative to
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Review Trip Distribution Inputs Ste
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1 2 3 FSUTMS--CUBE MODELING TRAININ
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Review Node/Point Chart Exercise 6.
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Review Node/Point Chart (Cont’d)
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Page 195 and 196:
Creating Desire Line Maps Step 2 In
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End of Lesson 6 Close all files and
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Overview ► What is a transit netw
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Data Requirements ►Route line map
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Walk Access Links in Olympus Model
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Highway Network Modifications ► M
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FSUTMS Standards (Cont’d) Transit
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FSUTMS Standards (Cont’d) ► Tra
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FSUTMS Standards (Cont’d) ► Out
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Coding a Transit Line Step 1 Instru
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Page 217 and 218:
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Coding a Transit Line Step 12 Instr
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Performing Transit Network/Paths St
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Lesson 7 - Transit Network/Paths Pa
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PT Best Path Pathbuilder ►Model S
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PT Best Path Pathbuilder ►General
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PT Best Path Pathbuilder ►Best Pa
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PT Best Path Pathbuilder ► Best P
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PT Best Path Pathbuilder ► Output
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Lesson 8 - Mode Choice Lesson Goals
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FSUTMS Standards ►Model Structure
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FSUTMS Standards ► Model Paramete
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Olympus Mode Choice Model Coefficie
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Types of Mode Choice Models ►High
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Highway-Only Mode Choice - Occupanc
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Transit Mode Choice Models Simplifi
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Transit Mode Choice Models ►What
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Lesson 8 Exercises In this exercise
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Run the Mode Choice Model Step 3 In
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Retrieve Transit Ridership by Mode
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Lesson 9 - Assignment Part One - Hi
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Overview - Equilibrium Assignment
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Overview - Equilibrium Assignment P
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FSUTMS Standards (Cont'd) ►VFACTO
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FSUTMS Standards (Cont'd) ►Highwa
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FSUTMS Standards (Cont'd) ► Seaso
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Displaying Results ►Mapping Loade
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Performing Assignment Step 1 Instru
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Labeling Traffic Volumes on a Map S
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Creating Traffic Flow Maps Step 2 I
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Overview ►Transit assignment mode
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FSUTMS Standards (Cont'd) Cube Voya
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FSUTMS Standards (Cont'd) ► Input
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Standard Results ►Reporting Trans
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Lesson 9, Part 2 Exercises In this
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Retrieve Transit Ridership Results
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Map Transit Boardings Step 4 Instru
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Summary This concludes Lesson 9. We
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Overview ► Post processing consis
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Page 297 and 298:
Setting Up and Printing a Map Layou
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Page 301 and 302:
Page 303 and 304:
Lesson 11 - Advanced Tools Lesson G
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GIS Tools ►Overview The GIS Tools
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GIS Tools ►Functions (Cont’d) T
Page 309 and 310:
Selected Link and Selected Zone Ana
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Scripting ►General Syntax (Cont
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Scripting ► Report Files A repor
Page 315 and 316:
Page 317 and 318:
Exporting a Network to a Shapefile
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Conduct a Selected Link Analysis Us
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Page 323 and 324:
Page 325 and 326:
View Turning Volumes Step 2 Instruc
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Create a New Application Step 1 Ins
Page 329 and 330:
Page 331 and 332:
Page 333 and 334:
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Lesson 12 - Traffic Impact Analysis
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Why Perform Traffic Impact Analysis
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Why Perform Traffic Impact Analysis
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Cordon Lines (Cont’d) DRI Zones F
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Differences between ITE and FSUTMS
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Differences between ITE and FSUTMS
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Special Generator Method (Cont’d)
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Special Generator Method (Cont’d)
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Link Volume Factor Method (Cont’d
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Link Volume Factor Method (Cont’d
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Land Use Conversion Rates for Traff
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Net Impact Method ►Not acceptable
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Final Considerations (Cont’d) ►
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DRI Exercise Step 1 Instructions: N
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3 1 2 FSUTMS--CUBE MODELING TRAININ
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Edit the Network (Cont’d) Exercis
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2 1 5 3 4 FSUTMS--CUBE MODELING TRA
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Edit the Network (Cont’d) Exercis
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1 3 2 5 4 9 6 7 8 FSUTMS--CUBE MODE
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1 5 2 4 6 3 FSUTMS--CUBE MODELING T
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1 4 2 3 FSUTMS--CUBE MODELING TRAIN
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Update the Socioeconomic Data (Cont
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Run the Model (Cont’d) Exercise 1
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Calculate Link Distribution Percent
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Calculate Link Distribution Percent
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External Cordon FSUTMS--CUBE MODELI
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This concludes our exercise. FSUTMS
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