Flow improvements and vehicle emissions: effects of trip generation and emission control technology

This paper examines whether road schemes that increase the availability of road space or which smooth the flow of traffic result in increased vehicle pollution. Economic theory indicates that increases in road space and the consequent decreases in travel time will tend to increase total vehicular travel, an effect known as induced travel. The net impacts on vehicle pollution have largely been a matter of conjecture with some arguing that policies to reduce congestion (by adding more road space) will reduce pollution by smoothing the flow of traffic and reducing stop and go traffic, while others argue that induced traffic will overwhelm this effect. This paper uses a micro-simulation model, integrated with a modal emissions model, to evaluate the overall strategic policy question of how changes in available road capacity affects vehicle emissions. The analysis examines alternative vehicle fleets, ranging from a fleet with no emission control technology to relatively clean Tier 1 vehicles. Results show emission break-even points for carbon monoxide, hydrocarbons, nitrogen oxides, fuel consumption and carbon dioxide. Increased traffic is found to quickly diminish any initial emission reduction benefits.

[1]  M. Hansen,et al.  Road supply and traffic in California urban areas , 1997 .

[2]  Phil. Goodwin,et al.  Empirical evidence on induced traffic , 1996 .

[3]  R. Cervero,et al.  Induced Travel Demand and Induced Road Investment: A Simultaneous Equation Analysis , 2002 .

[4]  Rainer Wiedemann,et al.  SIMULATION DES STRASSENVERKEHRSFLUSSES. , 1974 .

[5]  Robert B. Noland,et al.  A REVIEW OF THE EVIDENCE FOR INDUCED TRAVEL AND CHANGES IN TRANSPORTATION AND ENVIRONMENTAL POLICY IN THE UNITED STATES AND THE UNITED KINGDOM , 2001 .

[6]  Daniel J. Graham,et al.  Road Traffic Demand Elasticity Estimates: A Review , 2004 .

[7]  R Wiedemann,et al.  MODELLING OF RTI-ELEMENTS ON MULTI-LANE ROADS , 1991 .

[8]  Roberto Horowitz,et al.  Congested Freeway Microsimulation Model Using VISSIM , 2004 .

[9]  Peter Vortisch,et al.  VALIDATION OF THE MICROSCOPIC TRAFFIC FLOW MODEL VISSIM IN DIFFERENT REAL-WORLD SITUATIONS , 2001 .

[10]  A Skabardonis,et al.  PREDICTING AIR QUALITY EFFECTS OF TRAFFIC-FLOW IMPROVEMENTS: FINAL REPORT AND USER'S GUIDE , 2005 .

[11]  R. Noland,et al.  A review of the evidence for induced travel and changes in transportation and environmental policy in the US and the UK , 2002 .

[12]  Hesham Rakha,et al.  INTEGRATION MODELING FRAMEWORK FOR ESTIMATING MOBILE SOURCE EMISSIONS , 2004 .

[13]  R. Noland Relationships between highway capacity and induced vehicle travel , 2001 .

[14]  John W. Polak,et al.  Microscopic Model of Air Pollutant Concentrations: Comparison of Simulated Results with Measured and Macroscopic Estimates , 2001 .

[15]  L. Fulton,et al.  A STATISTICAL ANALYSIS OF INDUCED TRAVEL EFFECTS IN THE U.S. MID-ATLANTIC REGION , 2000 .

[16]  M. Barth,et al.  Recent Validation Efforts for a Comprehensive Modal Emissions Model , 2001 .

[17]  Matthew Barth,et al.  Development of Comprehensive Modal Emissions Model: Operating Under Hot-Stabilized Conditions , 1997 .

[18]  W. Bachman,et al.  Assessing Impacts of Improved Signal Timing as a Transportation Control Measure Using an Activity-Specific Modeling Approach , 2000 .

[19]  Matthew Barth,et al.  Development of a Comprehensive Modal Emissions Model , 2000 .

[20]  Robert B. Noland,et al.  Induced Travel and Emissions from Traffic Flow Improvement Projects , 2003 .

[21]  Robert B. Noland,et al.  Analysis of Metropolitan Highway Capacity and the growth in vehicle miles of travel , 2000 .