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TRANSIMS

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Add activity durations and travel time estimates. Combine trips into household activity patterns and travel tours. 3/03/03. TRANSIMS Portland ... – PowerPoint PPT presentation

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Title: TRANSIMS


1
TRANSIMS Mobile Emissions
  • David Roden
  • AECOM Consult
  • March 3, 2003

2
Portland Case Study
  • Track 1 Network Simulation Strategies
  • Integrate TRANSIMS with Standard Models
  • Stabilize and Validate Highway Assignment
  • Early Deployment of Router/Microsimulator
  • Track 2 GEN2 Model Development
  • Utilize TRANSIMS Model Structure
  • Complete Application with Sensitivity Tests
  • Track 3 Strategic Topics
  • Think Ahead

3
TRANSIMS - MOBILE6 Study
  • EPA Air Quality Analysis
  • Issues of Compatibility
  • Methods of Reconciling Differences
  • EMME/2 Conversion
  • Utilize Standard Modeling Networks and Trip
    Tables as input to TRANSIMS
  • Facilitate Comparison with Portland METROs
    MOBILE6 Application

4
EMME/2 Network Conversion
  • Convert EMME/2 Network to TRANSIMS
  • Nodes, links, lanes, speeds, functional class,
    use
  • Automatically/Parametrically Add Features
  • Activity locations, parking lots, and process
    links
  • Thru links, pocket lanes, and lane connectivity.
  • Traffic controls ? signs, signals, detectors,
    phasing and timing plans.
  • External stations ? activity locations
  • Use GIS to map Zones to Activities Locations

5
Trip Table Conversion
  • Convert daily Trips by trip purpose and TAZ to
    Activities at activity locations by time of day
  • Split trip tables into P?A and A?P directions
  • 15 minute Diurnal Distribution curves
  • Randomly assign P?A/A?P trips to activity
    locations and trip start/return times
  • Add activity durations and travel time estimates
  • Combine trips into household activity patterns
    and travel tours

6
Lessons Learned
  • METRO EMME/2 coding conventions
  • Lanes, speeds, functional class, link length
  • lt 2 activity locations per zone
  • Issues with the Track 1 approach
  • Refine activity location weights (e.g., airport)
  • Auto access on Transit Only roadways
  • Smooth diurnal distributions
  • Software impacts of unlinked trips
  • Multiple access points and methods
  • Parking lots, intersections, and intrazonal
    networks

7
Assignment Strategies
  • Initial Assignment ? Incremental
  • Start with Free Flow Speeds
  • Split Households into 30-20-20-10-10-5-5
    Increments
  • Build Paths for the Next Increment based on the
    loaded speeds of the Previous Increment
  • Subsequent Assignments ? Iterative
  • Random Re-Routing
  • Off Plan Problems

8
Incremental Assignment
9
A Closer Look
10
Stabilization Strategies
  • Stabilization vs. Convergence
  • Path-Based Adjustments (Router)
  • Trip-Based Adjustments (Activity Generator)
  • Iterative Assignments
  • Re-Route Off Plan Households
  • Random 5-10 per Iteration
  • Stabilization Exit Rule
  • Less Than 5 of the Activities are Off Plan
  • Maximum of 50 of Households Re-Routed

11
Iterative Assignment
12
Validation Checks
  • Compare Daily and Peak Period simulated volumes
    to traffic counts by
  • Functional class, screenline, district, volume
    group
  • Compare TRANSIMS volumes to EMME/2 volumes
  • Subjective assessments of
  • Time-of-day variations in speeds, travel times,
    and queues
  • Output Visualizer animations

13
TRANSIMS Emission Estimator
  • Microsimulator output 30 meter segments by one
    hour increments and six speed bins
  • 0.0, 16.8, 33.6, 50.3, 67.1, 83.9 mph
  • Data Disaggregated by Emission Estimator
  • Light-duty and heavy-duty fleet composition
  • Splits light-duty into 20 speed bins (4 mph), 34
    power levels, and 23 vehicle types
  • Splits heavy-duty into 20 speed bins, 4 power
    levels, and 4 truck and 3 bus vehicle types
  • Evaporative Estimator is Trip-based

14
TRANSIMS Traffic Aggregation
  • MOBILE6 inputs are typically
  • Links or functional classes
  • Hours or time periods (peak and off-peak)
  • Average volume-delay-based speeds
  • What impact does the aggregation level have on
    the emission estimates?
  • What aggregation level is most compatible with
    current air quality analysis procedures?

15
Aggregation Strategies
16
Portland MOBILE6 Application
  • Compare the TRANSIMS generated emissions with the
    EMME/2 generated emissions
  • Same input data, different analysis tools
  • Quantify impact of analysis year on MOBILE6
  • Same input data, three different analysis years
  • Quantify impact of traffic operations
  • 1994 base ?1994 with operational improvements
  • Re-run TRANSIMS Microsimulator and Emission
    Estimator

17
Project Objectives
  • Identify the best aggregation strategy
  • Develop methods of adjusting the TRANSIMS outputs
    to account for MOBILE6
  • Overall Emission Estimates
  • Impact of Analysis Year
  • Develop methods of adjusting the MOBILE6 outputs
    to account for traffic operations
  • Develop conclusions about the impacts of
    microsimulation on air quality analysis
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