TECHNICAL PAPERS
May 11, 2010

Effect of Gradient and Its Length on Performance of Vehicles under Heterogeneous Traffic Conditions

Publication: Journal of Transportation Engineering
Volume 136, Issue 12

Abstract

Study of the basic traffic-flow characteristics and clear understanding of vehicular interaction are the prerequisites for highway capacity and level of service analyses and to formulate effective traffic regulation and control measures. Computer simulation has emerged as an effective technique for modeling traffic flow and to study the flow characteristics over a wide range of roadway and traffic conditions due to its capability to account for the randomness related to traffic. This paper is concerned with application of a simulation model of heterogeneous traffic flow, named HETEROSIM, to quantify the vehicular interaction, in terms of passenger car unit (PCU), for the different categories of vehicles, by considering the traffic flow of representative composition, on up-grades of different magnitudes for intercity roads in India. The PCU estimates, determined through microscopic simulation, for the different types of vehicles in heterogeneous traffic, for a wide range of grades and traffic volumes, indicate that the PCU value of a vehicle significantly changes with change in traffic volume and magnitude of grade and its length.

Get full access to this article

View all available purchase options and get full access to this article.

References

Aerde, M. V., and Yagar, S. (1984). “Capacity, speed, and platooning vehicle equivalents for two-lane rural highways.” Transportation Research Record: Journal of the TRB No. 971, TRB, National Research Council, Washington, D.C., 58–67.
Al-Kaisy, A., Younghan, J., and Hesham, R. (2005). “Developing passenger car equivalency factors for heavy vehicles during congestion.” J. Transp. Eng., 131(7), 514–523.
Arasan, V. T., and Koshy, R. (2005). “Methodology for modeling highly heterogeneous traffic flow.” J. Transp. Eng., 131(7), 544–551.
Archilla, A. R., and Fernandez De Cieza, A. O. (1996). “Truck performance on Argentinean highways.” Transportation Research Record No. 1555, Transportation Research Board, Washington, D.C., 114–123.
Bennett, C. R., and Greenwood, I. D. (2001). Manual on “Modeling road user and environmental effects in Hdm-4,” The highway development and management series, Vol. 7, World Road Association (PIARC), Paris/The World Bank, Washington, D.C.
Chandra, S., and Goyal, N. K. (2001). “Effect of grade on capacity of two-lane road.” HB No. 64, Indian Roads Congress, New Delhi, India, 77–86.
Craus, J., Polus, A., and Grinberg, I. (1980). “Revised method for the determination of passenger car equivalents.” Transp. Res., Part A, 14, 241–246.
Elefteriadou, L., Torbic, D., and Webster, N. (1997). “Development of passenger car equivalents for freeways, two-lane highways, and arterials.” Transportation Research Record: Journal of the TRB No. 1572, TRB, National Research Council, Washington, D.C., 51–58.
Fan, H. S. L. (1990). “Passenger car equivalents for vehicles on Singapore expressways.” Transp. Res., Part A, 24, 391–396.
Gillespie, T. D. (1985). “Methods for predicting truck speed loss on grades.” Rep. No. FHWA/RD-86/059, Federal Highway Administration, Washington, D.C.
Huber, M. J. (1982). “Estimation of passenger car equivalents of trucks in traffic stream.” Transportation Research Record: Journal of TRB No. 869, TRB, National Research Council, Washington, D.C., 60–70.
Indian Roads Congress (IRC). (1990). Guidelines for Capacity of Roads in Rural Area, IRC Code of Practice, IRC:64, New Delhi, India.
Ingle, A. (2004). “Development of passenger car equivalents for basic freeway segments.” MS thesis, Virginia Polytechnic Institute and State Univ., Blacksburg, Va.
Kadiyali, L. R., Viswanathan, E., Bajaj, J. C., and Bhandari, N. K. (1982). “Rolling resistance and air resistance factors for Indian road and vehicle conditions.” Highways Research Bulletin 19, Indian Roads Congress, New Delhi, 46–58.
Kadiyali, L. R., Viswanathan E., and Gupta, R. K. (1981). “Free speeds of vehicles in Indian roads.” Journal of Indian Road Congress, 165(1), 387–457.
Khan, S. I., and Maini, P. (1999). “Modeling heterogeneous traffic flow.” Transportation Research Record: Journal of the Transportation Research Board No. 1678, TRB, National Research Council, Washington, D.C., 234–241.
Krammes, R. A., and Crowley, K. W. (1986). “Passenger car equivalents for trucks on level freeway segments.” Transportation Research Record: Journal of the TRB No. 1091, TRB, National Research Council, Washington, D.C., 10–17.
Kumar, V. M., and Rao, S. K. (1996). “Simulation modeling of traffic operations on two lane highways.” HRB No. 54, Indian Roads Congress, New Delhi, India, 211–236.
Lan, C. -J., and Menendez, M. (2003). “Truck speed profile models for critical length of grade.” J. Transp. Eng., 129(4), 408–419.
Linzer, E., Roess, R., and McShane, W. (1979). “Effect of trucks, buses, and recreational vehicles on freeway capacity and service volume.” Transportation Research Record: Journal of the TRB No. 699, TRB, National Research Council, Washington, D.C., 17–24.
Lucic, I. (2001). “Truck modeling along grade sections.” MS thesis, Virginia Polytechnic Institute and State Univ., Blacksburg, Va.
Marwah, B. R., and Singh, B. (2000). “Level of service classification for urban heterogeneous traffic: A case study of Kanpur metropolis.” Transportation Research Circular E-C018: Proc., 4th Int. Symp. on Highway Capacity, Transportation Research Board, Washington, D.C., 271–286.
Ramanayya, T. V. (1988). “Highway capacity under mixed traffic conditions.” Traffic Eng. Control, 29(5), 284–287.
Transport and Road Research Laboratory (TRRL). (1965). Research on road traffic, HMSO, London.
Transportation Research Board (TRB). (2000). Highway capacity manual, 4th Ed., National Research Council, Washington, D.C.
Webster, N., and Elefteriadou, L. (1999). “A simulation study of truck passenger car equivalents (PCE) on basic freeway sections.” Transp. Res., Part B: Methodol., 33B(5), 323–336.
Yagar, S., and Aerde, M. V. (1983). “Geometric and environmental effects on speeds of two-lane highways.” Transp. Res. Part A, 17(4), 315–325.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 136Issue 12December 2010
Pages: 1120 - 1136

History

Received: Oct 25, 2009
Accepted: Apr 30, 2010
Published online: May 11, 2010
Published in print: Dec 2010

Permissions

Request permissions for this article.

Authors

Affiliations

Shriniwas S. Arkatkar [email protected]
Assistant Professor, Civil Engineering Group, Birla Institute of Technology & Science, Pilani–333031, Rajasthan, India; formerly, Ph.D. Scholar, Dept. of Civil Engineering, Transportation Engineering Div., IIT Madras, Chennai, 600 036 Tamilnadu, India (corresponding author). E-mail: [email protected]
V. Thamizh Arasan [email protected]
Professor, Dept. of Civil Engineering, Transportation Engineering Div., IIT Madras, Chennai, 600 036 Tamilnadu, India. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share