TECHNICAL PAPERS
Feb 19, 2004

Integration Modeling Framework for Estimating Mobile Source Emissions

Publication: Journal of Transportation Engineering
Volume 130, Issue 2

Abstract

Transportation network improvements are commonly evaluated by estimating average speeds from a transportation/traffic model and converting them into emission estimates using an environmental model such as MOBILE or EMFAC. Unfortunately, recent research has demonstrated that average speed, and perhaps even simple estimates of the amount of delay and the number of vehicle stops on a roadway, is insufficient to fully capture the environmental impacts of Intelligent Transportation System (ITS) strategies such as adaptive traffic signal control. Specifically, for the same average speed, one can observe widely different instantaneous speed and acceleration profiles, each resulting in very different fuel consumption and emission levels. In an attempt to address this limitation, the paper presents the INTEGRATION model framework for quantifying the environmental impacts of ITS alternatives. The model combines car-following, vehicle dynamics, lane changing, energy, and emission models to estimate mobile source emissions directly from instantaneous speed and acceleration levels. The validity of the model is demonstrated using sample test scenarios that include traveling at a constant speed, traveling at variable speeds, stopping at a stop sign, and traveling along a signalized arterial. The study also demonstrates that an adjustment in driver aggressiveness can provide environmental benefits that are equivalent to the benefits of adaptive traffic signal control.

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References

Ahn, K., Rakha, H., Trani, A., and Van Aerde, M.(2002). “Estimating vehicle fuel consumption and emissions based on instantaneous speed and acceleration levels.” J. Transp. Eng., 128(2), 182–190.
Barth, M. et al. (1997). “Analysis of model emissions from diverse in-use vehicle fleet.” Transportation Research Record 1587, Transportation Research Board, Washington, D.C., 73–84.
Greenshields, B. D.(1935). “A study in highway capacity.” Highw. Res. Board, Proc. Annu. Meet., 14, 458.
M. Van Aerde and Associates, Ltd. (2002a). INTEGRATION release 2.30 for Windows: User’s guide—Volume I; Fundamental features, Kingston Ont., Canada.
M. Van Aerde and Associates, Ltd. (2002b). INTEGRATION release 2.30 for Windows: User’s guide—Volume II; Advanced features, Kingston Ont., Canada
Pipes, L. A.(1953). “An operational analysis of traffic dynamics.” J. Appl. Phys., 24(3), 274–287.
Rakha, H., and Crowther, B.(2003). “Comparison and calibration of FRESIM and INTEGRATION steady state car-following behavior.” Transp. Res., Part A: Policy Pract., 37, 1–27.
Rakha, H., and Lucic, I.(2002). “Variable power vehicle dynamics model for estimating maximum truck accelerations.” J. Transp. Eng., 128(5), 412–419.
Rakha, H., Lucic, I., Demarchi, S., Setti, J., and Van Aerde, M.(2001). “Vehicle dynamics model for predicting maximum truck acceleration levels.” J. Transp. Eng., 127(5), 418–425.
Rakha, H., Medina, A., Sin, H., Dion, F., Van Aerde, M., and Jenq, J.(2000). “Field evaluation of efficiency, energy, environmental and safety impacts of traffic signal coordination across jurisdictional boundaries.” Transportation Research Record, 1727, Transportation Research Board, Washington, D.C., 42–51.
Rakha, H., and Van Aerde, M. (1996). “Comparison of simulation modules of TRANSYT and INTEGRATION models.” Transportation Research Record 1566, Transportation Research Board, Washington, D.C., 1–7.
Rakha, H., Van Aerde, M., Bloomberg, L., and Huang, X. (1998). “Construction and calibration of a large-scale micro-simulation model of the Salt Lake area.” Transportation Research Record 1644, Transportation Research Board, Washington, D.C., 93–102.
Society of Automotive Engineers (SAE). (1996). “Commercial truck and bus SAE recommended procedure for vehicle performance prediction and charting.” SAE Procedure J2188, Warrendale, Pa.
Van Aerde, M. (1995). “Single regime speed-flow-density relationship for congested and uncongested highways.” Presented at the 74th TRB Annual Conference, Washington, D.C., Paper No. 950802.
Van Aerde, M., and Rakha, H. (1995). “Multivariate calibration of single regime speed-flow-density relationships.” VNIS/Pacific Rim Conference Proceedings, Seattle, 334–341, ISBN 0-7803-2587-7, IEEE 95CH35776.
Van Aerde, M., Rakha, H., and Paramahamsan, H. (2003), “Estimation of O-D matrices: The relationship between practical and theoretical considerations.” Accepted for presentation at the 82nd Transportation Research Board Annual Meeting, Washington, D.C.
Van Aerde, M., and Yagar, S.(1988a). “Dynamic integrated freeway/traffic signal networks: Problems and proposed solutions.” Transp. Res., Part A, 22A(6), 435–443.
Van Aerde, M., and Yagar, S.(1988b). “Dynamic integrated freeway/traffic signal networks: A routing-based modeling approach.” Transp. Res., Part A, 22A(6), 445–453.
West, B., McGill, R., Hodgson, J., Sluder, S., and Smith, D. (1997). “Development of data-based light-duty modal emissions and fuel consumption models.” Soc. Automot. Eng. [Spec. Publ.], Paper No. 972910, 1274–1280.

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Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 130Issue 2March 2004
Pages: 183 - 193

History

Received: Jun 6, 2002
Accepted: Feb 21, 2003
Published online: Feb 19, 2004
Published in print: Mar 2004

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Authors

Affiliations

Hesham Rakha
Assistant Professor, Charles Via Dept. of Civil and Environmental Engineering, Virginia Tech Transportation Institute, 3500 Transportation Research Plaza (0536), Blacksburg, VA 24061.
Kyoungho Ahn
Research Scientist, Virginia Tech Transportation Institute, 3500 Transportation Research Plaza (0536), Blacksburg, VA 24061.

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