Airborne Traffic Flow Data and Traffic Management. Mark Hickman and Pitu Mirchandani

Similar documents
Cumulative Count Curve and Queueing Analysis

Time Space Diagrams for Thirteen Shock Waves

Hysteresis in traffic flow revisited: an improved measurement method

Traffic Flow Theory & Simulation

2.1 Traffic Stream Characteristics. Time Space Diagram and Measurement Procedures Variables of Interest

Traffic flow theory involves the development of mathematical relationships among

Chapter 5 Traffic Flow Characteristics

Capacity Drop. Relationship Between Speed in Congestion and the Queue Discharge Rate. Kai Yuan, Victor L. Knoop, and Serge P.

Measuring Wave Velocities on Highways during Congestion using Cross Spectral Analysis

c) What are cumulative curves, and how are they constructed? (1 pt) A count of the number of vehicles over time at one location (1).

Performance Analysis of Delay Estimation Models for Signalized Intersection Networks

Traffic Flow Theory & Simulation

JEP John E. Jack Pflum, P.E. Consulting Engineering 7541 Hosbrook Road, Cincinnati, OH Telephone:

Variable Speed Approach for Congestion Alleviation on Boshporus Bridge Crossing

Assessing the uncertainty in micro-simulation model outputs

Encapsulating Urban Traffic Rhythms into Road Networks

OVERVIEW OF A SIMULATION STUDY OF THE HIGHWAY 401 FTMS

VHD Daily Totals. Population 14.5% change. VMT Daily Totals Suffolk 24-hour VMT. 49.3% change. 14.4% change VMT

DISCRETE EVENT SIMULATION EXPERIMENTS AND GEOGRAPHIC INFORMATION SYSTEMS IN CONGESTION MANAGEMENT PLANNING

Estimating Density and Lane Inflow on a Freeway Segment

City form and its macroscopic fundamental diagram

Perth County Road Fatal Head-on Collision - A Common and Dangerous Issue

CHAPTER 5 DELAY ESTIMATION FOR OVERSATURATED SIGNALIZED APPROACHES

Estimation of Measures of Effectiveness Based on Connected Vehicle Data

WEATHER IMPACT. on FLOATING CAR DATA

CVS Derwood. Local Area Transportation Review

APPENDIX IV MODELLING

Real-time, Adaptive Prediction of Incident Delay for Advanced Traffic Management Systems

Existence, stability, and mitigation of gridlock in beltway networks

Improving forecasting under missing data on sparse spatial networks

Freeway Detector Assessment- Aggregate Data from the Remote Traffic Microwave Sensor (RTMS)

Indirect Clinical Evidence of Driver Inattention as a Cause of Crashes

VEHICULAR TRAFFIC FLOW MODELS

Shock wave analysis. Chapter 8. List of symbols. 8.1 Kinematic waves

$QDO\]LQJ$UWHULDO6WUHHWVLQ1HDU&DSDFLW\ RU2YHUIORZ&RQGLWLRQV

CHAPTER 3. CAPACITY OF SIGNALIZED INTERSECTIONS

We provide two sections from the book (in preparation) Intelligent and Autonomous Road Vehicles, by Ozguner, Acarman and Redmill.

1.225 Transportation Flow Systems Quiz (December 17, 2001; Duration: 3 hours)

Travel Time Estimation with Correlation Analysis of Single Loop Detector Data

Modeling and simulation of highway traffic using a cellular automaton approach

Speed-Flow and Bunching Relationships for Uninterrupted Flows

Spontaneous Jam Formation

H. T. Zwahlen, A. Russ, and T. Schnell 1

CAPACITY DROP: A RELATION BETWEEN THE SPEED IN CONGESTION AND THE QUEUE DISCHARGE RATE

Partial elliptical two regime speed flow traffic model based on the highway capacity manual

Xiaoguang Wang, Assistant Professor, Department of Geography, Central Michigan University Chao Liu,

Research Article Headway Distributions Based on Empirical Erlang and Pearson Type III Time Methods Compared

Real Time Traffic Control to Optimize Waiting Time of Vehicles at A Road Intersection

Chapter 2 Travel Time Definitions

Analytical Delay Models for Signalized Intersections

Signalized Intersection Delay Models

NATHAN HALE HIGH SCHOOL PARKING AND TRAFFIC ANALYSIS. Table of Contents

TRB Traffic Flow on Freeway Upgrades. By Werner Brilon and Andrea Bressler

Development and Evaluation of Online Estimation Methods for a Feedback-Based Freeway Ramp Metering Strategy

Empirical Study of Traffic Velocity Distribution and its Effect on VANETs Connectivity

Estimation of Speeds from Single-Loop Freeway Flow and Occupancy Data Using Cusp Catastrophe Theory Model

2D Traffic Flow Modeling via Kinetic Models

Using Aurora Road Network Modeler for Active Traffic Management

Delay of Incidents Consequences of Stochastic Incident Duration

Automated Delay Estimation at Signalized Intersections: Phase I Concept and Algorithm Development

Focused Traffic Analysis for the One Lincoln Park Project

CEE 320 Midterm Examination (50 minutes)

Appendix BAL Baltimore, Maryland 2003 Annual Report on Freeway Mobility and Reliability

Real-Time Traffic Information Production and Presentation Using GIS-Based Maps

North Carolina s First Quadrant Left: History and Lessons Learned

A Continuous Model for Two-Lane Traffic Flow

Improved Velocity Estimation Using Single Loop Detectors

PATREC PERSPECTIVES Sensing Technology Innovations for Tracking Congestion

Module 3 Educator s Guide Overview

Course Outline Introduction to Transportation Highway Users and their Performance Geometric Design Pavement Design

Empirical Analysis of Traffic Sensor Data Surrounding a Bottleneck on a German Autobahn

Conception of effective number of lanes as basis of traffic optimization

Validating Predicted Rural Corridor Travel Times from an Automated License Plate Recognition System: Oregon s Frontier Project

CHAPTER 2. CAPACITY OF TWO-WAY STOP-CONTROLLED INTERSECTIONS

Traffic Flow Theory & Simulation

Karen R. Smilowitz, Carlos F. Daganzo, Michael J. Cassidy and Robert L. Bertini

GIS-BASED VISUALIZATION FOR ESTIMATING LEVEL OF SERVICE Gozde BAKIOGLU 1 and Asli DOGRU 2

Project Level Traffic Forecasting Summary of Practices from other States. TNMUG March 6, 2008

Saskatchewan s Early Trade Routes: The Impact of Geography on Trade

Some Observations of Highway Traffic in Long Queues

Accident Prediction Models for Freeways

STRC 1st. Comparison of capacity between roundabout design and signalised junction design. Jian-an TAN, Citec ingénieurs conseils SA

Yu (Marco) Nie. Appointment Northwestern University Assistant Professor, Department of Civil and Environmental Engineering, Fall present.

The German Autobahn: An ITS Test Bed for Examining Dynamic Traffic Flow Phenomena

Speed-flow Models for Freeways

Transportation and Road Weather

EMPIRICAL OBSERVATIONS OF DYNAMIC TRAFFIC FLOW PHENOMENA ON A GERMAN AUTOBAHN

Project Objectives/Outcomes

Examining travel time variability using AVI data

Dust Storms in Arizona: The Challenge to Ensure Motorist Safety Jennifer Toth, P.E. Deputy Director for Transportation

Weather Responsive. in Maryland. Richard R. Dye Maryland State Highway Administration. Maryland State Highway Administration

CONTINUING PLANNING PROGRAM LOCAL TRANSPORTATION AND TRAFFIC DATA PRODUCT REPORT [OH Corridors]

Emergence of traffic jams in high-density environments

Winter Maintenance on Ontario s Highways

Determining the minimum percentage of vehicles equipped with a ucan necessary to accurately estimate the traffic speed

Flow and Capacity Characteristics on Two-Lane Rural Highways

Urban Link Travel Time Estimation Using Large-scale Taxi Data with Partial Information

An Analytical Model for Traffic Delays and the Dynamic User Equilibrium Problem

The Physics of Traffic Jams: Emergent Properties of Vehicular Congestion

Prioritization of Freeway Segments Based on Travel Time Reliability and Congestion Severity

Transcription:

Airborne Traffic Flow Data and Traffic Management Mark Hickman and Pitu Mirchandani University of Arizona, ATLAS Center Greenshields 75 Symposium July 8-10, 2008

Outline Basics of airborne traffic data Macroscopic traffic flow characteristics Historical perspectives Current applications Microscopic traffic flow characteristics Historical perspectives Current research activities A look ahead

Basics of Airborne Traffic Data Use video and camera images, and in some cases automated methods, to measure traffic variables Develop analysis techniques and measures of flow based on spatial characteristics of traffic patterns Goal: Improve efficiency of transportation system by integrating airborne data with ground-collected data

Basics of Airborne Traffic Data Sensor MEDIA Traffic flows Media: Video and camera images Research effort: Use video and camera images, image processing and algorithms to measure traffic variables Major Characteristic: We are no longer restricted to point detection, and we can use a spatial detection paradigm

Macroscopic Flow: Historical Perspective A. N. Johnson (1928), Maryland Aerial Survey of Highway Traffic Between Baltimore and Washington, Proceedings of the Highway Research Board. Washington, D.C., Vol. 8, pp. 106 115. Johnson was Dean of Engineering at the University of Maryland and was investigating the traffic impacts of widening of the two-lane highway between Baltimore and Washington

Johnson s Aerial Photography Source: Johnson (1928)

Historical Perspective: Johnson Source: Johnson (1928)

Historical Perspective: Johnson Source: Johnson (1928)

Historical Perspective: Greenshields [H]igh altitude haze, shadows of buildings, trees, and the movement of the blimp are difficulties which, it is believed, are overshadowed by the complete and accurate record of all that happens within the area studied (p. 291) It is felt that several hours of such observations will reveal more than days of less complete data. From this standpoint it could well be that aerial photographs will prove comparatively cheap (p. 297). B. D. Greenshields (1947), The Potential Use of Aerial Photographs in Traffic Analysis, Proceedings of the Highway Research Board. Washington, D.C., Vol. 27, pp. 291 297.

Historical Perspective: Wagner and May (1963) Traffic density contour maps from helicopter observations

Historical Perspective Research to identify macroscopic characteristics: Forbes and Reiss (1952): traffic flow from video Jordan (1963): freeway speed, flow, density Rice (1963): urban traffic congestion due to access, incidents Cyra (1971): freeway volumes and speeds Makigami et al. (1985): freeway speed, density, bottlenecks Angel et al. (2002 onward): travel times, intersection delays Chandnani and Mirchandani (2002): speeds Agrawal and Hickman (2004): queue lengths Coifman et al. (2004, 2006): origin-destination flows, intersection delay, parking lot utilization Etc.

Technology UAS s (or UAV s): Coifman et al. (2004, 2006) Source: Coifman et al. (2006)

Microscopic Flow Characteristics from Airborne Data Raw Video Vehicle in Image Vehicle Position and Time Data Collection Video Image Processing Trajectory Processing Application Post-processing Registration Vehicle detection Vehicle tracking Scaling Road mask Correspondence Projection Source: Hickman and Mirchandani (2006)

Microscopic Flow: Historical Perspective Manual data reduction Treiterer et al. (1966 onward) Smith and Roskin (1985) Automated data reduction University of Arizona / ATLAS and the Ohio State University Technical University of Delft DLR

Microscopic Flow: Treiterer Source: Treiterer and Taylor (1966)

University of Arizona / ATLAS IMAGE REGISTRATION VEHICLE DETECTION CONNECTED COMPONENT LABELING TRACKING DISPLAY

Vehicle Tracking in Imagery Combination of short-term and long-term tracking of connected components ( blobs ) in registered imagery Short term: Components are investigated to detect moving vehicles and screen out false positives Long term: Once identified, a blob should not be lost in the image sequence; a location predictor is also used

IMAGE 1 IMAGE 2

Registered Video with Tracking Aerial Video I-10 at Elliott in Phoenix, AZ

University of Arizona / Ohio State University Current research: Investigating of truck movements at border crossings and at work zones Using ground counts, selected vehicle identification (GPS or license plates), and airborne observations Investigating of travel times, delays, queuing in order to develop strategies for improved operations

Mariposa Frame (Arizona 1300 (0 Sonora) sec) Border

I-10 Work Zone, Tucson AZ

DLR: ANTAR and TrafficFinder Source: Ruhe et al. (2007)

Time (Sec) 200055 200050 200045 200040 200035 200030 200025 200020 200015 200010 200005 200000 199995 199990 199985 199980 199975 199970 199965 DLR 0 250 500 750 1000 1250 1500 1750 2000 2250 2500 2750 3000 3250 3500 3750 Distance along Roadway (m) Source: Hipp (2006)

DLR Congested flow Synchronized flow Impeded free flow Free flow Source: Ruhe et al. (2007)

A Look Ahead Airborne imagery has a long history in traffic analysis Spatial paradigm for data collection Allows collection of a wide variety of performance measures Macroscopic flow characteristics are regularly collected this way today Tools for individual vehicle tracking and analysis are available

A Look Ahead Mechanisms for data collection and reduction exist Macroscopic flow characteristics Microscopic flow characteristics Applications Congestion studies Real-time traffic management Understanding of traffic flow Calibration of traffic simulation models