making the most of long-range models for av/cv planning
TRANSCRIPT
Automated Personal Mobility Environment (APME)
Driver-Assisted
Monitored Fleet
Private Common Use Shared Fleet
Technology Level 3+ Level 4 Level 4 Level 4 Driver Driver required
to take over System monitor required
No driver required
No driver required
Typical Use
Automation-available and automation-only areas; requires driver to vehicle control transition
Public transit, shuttle services on fixed routes
Private ownership, vehicle sharing restricted to small group of authorized users; auto occupancy equivalent to current levels
Common-use subscription or general on-demand services; shared vehicles and shared rides
Poten7al Opera7ng Environments
Capacity Enhancing AV/CV User Op7miza7on • TV, Radio • Traffic Apps Close Environment Op7miza7on • CACC • Platooning • Lane Assignment User Level Network Assist • Departure Time Assist • Route Assist • Lane Assist Demand Responsive Infrastructure • TMC Signal Adjust Automated Personal Mobility Environment • Departure-‐Time Control • Route-‐Based Speed HarmonizaBon • Dynamic SignalizaBon • Vehicle-‐Use OpBmizaBon
Increasing Network Co
ntrol
Ø AV/CVs and infrastructure Ø Personal communicaBons
and Internet of Things Ø Shared economy and
changes in acBvity paJerns
• Improving Safety/Reliability • CoordinaBng Traffic Flow • Removing the Driving Task
AV/CV Impacts Travel Behavior by:
Making the Most of Long-Range Models for AV/CV Planning
Thomas A. Williams, Research Scientist, Texas A&M Transportation Institute (t-williams@tti. tamu.edu)
Hao Pang, Graduate Assistant Researcher, Texas A&M Transportation Institute ([email protected])
Research Sponsored by: Research Conducted by:
Kevin Hall, Research Scientist, Texas A&M Transportation Institute ([email protected])
AV/CV Forecas7ng Challenge
TxDOT Research Project 0-‐6848: TransportaBon Planning ImplicaBons of
Automated/Connected Vehicles
AV/CV Modeling Alterna7ves
Modeling Results
Modeling: Other Impacts
Automated/Connected Vehicle technology (AV/CV) is expected to have significant impacts on travel
behavior. The potenBal transforma7ve nature of these technologies to alter or influence future travel behavior and demand is quite significant.
Accepted approaches to planning and implemenBng transportaBon systems will be
challenged. Uncertainty regarding legacy systems, such as fixed-‐route transit operaBons also exists.
Scenarios are being envisioned where AV/CV may drama7cally increase capacity. AV/CV may have unintended consequences, such as altering land use paPerns, and have deep impacts to the choices surrounding mobility.
Work is progressing on traffic simula7on models to model AV/CV vehicle
interacBon. AcBvity-‐based models may provide another framework where personal transport choices may be modeled in greater detail needed to determine AV/CV impacts. However, a large majority of the metropolitan
planning organizaBons (MPOs) in the United States sBll uBlize tradi7onal three-‐ or four-‐step trip-‐based models.
How can exis7ng planning tools be used to iniBally address or understand possible outcomes of AV/CV technologies unBl observed data and new demand modeling systems are implemented to address this latest technological innovaBon in personal travel? This team tested various modificaBons of trip generaBon, distribuBon, mode
choice, and assignment to indicate poten7al long range impacts of AV/CV.
AON CAMPO 2040 scenario, all-‐or-‐nothing assignment Baseline
Base CAMPO 2040 scenario Baseline
S1 CAMPO 2040 + add a lane for Expressways and above Shoulder running, lane width
S2 Increase all freeway links to 4000 vphpl Platooning, headway, accel/decel
S3 Increase arterials by 10% vphpl Coordinated arrivals, headway, accel/decel
S4 ProporBonally move the transit trips to SOV and HOV (2 and 3+ ) RoboTaxi, APME, parBal shared
S5 Move all transit trips to SOV only RoboTaxi, APME, 100% private
S6 Move transit trips to HOV only RoboTaxi, APME, 100% shared
AV/CV long-‐range modeling experiments using Capital Area Metropolitan Planning OrganizaBon (CAMPO) modeling system
0.00%
10.00%
20.00%
30.00%
40.00%
50.00%
60.00%
70.00%
Base S1 S2 S3 S4 S5 S6
AM VMT by V/C Ra7o
0 -‐ 0.5
0.5 -‐ 1
1 and above
0
0.5
1
1.5
2
2.5
Base S1 S2 S3 S4 S5 S6
Travel Time Index
VHT_AM / VHT_FF_AM
Growth AllocaBon (Land Use) Urban Form (Internal Trip Capture) Time of Day Trip Rate and Frequency Trip Length Mobile PopulaBons Freight Trucks Delivery and Commercial Intercity Travel
2010 2015 2020 2025 2030 2035 2040 2045 2050 2055
Types of Inaccuracies In Models: Modeling Uncertainty Error = Lack of CalibraBon Data Modeling Error = StaBsBcal EsBmaBon Error Forecast Error = Error in Input Forecast Data