Volume-Delay Function in Trip Assignment

Article Preview

Abstract:

Four-stage demand models are the most popular travel demand forecasting models. Trip assignment which is the last stage in the four-stage demand modelling is a key element in travel demand forecasting process. Traffic assignment model is used to assign travel demands into the road network and predict network flows that are associated with future planning scenarios based on the estimates of link travel times. In order to calculate travel time between origin and destination, a function presenting the relationship between link delays and link flows is used. This function is known as Volume-Delay Function (VDF) and it is the fundamental component of equilibrium trip assignment models. This study aims to investigate and improve VDFs for heterogeneous traffic at different type of arterial roads in Malaysia by using the road network in Balik Pulau, Penang as a case study. Primary data such as traffic volume and speed are collected at three types of arterial roads, which are the principal arterial, minor arterial and collectors to derive the parameters required in the VDFs. In this study, the most well-known and most widely-used volume-delay function which is known as the BPR function developed by the U.S. Bureau of Public Roads was investigated and calibrated using the transportation planning software, EMME 4.1.3. The calibrated functions are then validated with field data. The output from this research is very important as better understanding of VDFs can produce better estimate of link travel times and hence better planning for future scenarios.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

351-356

Citation:

Online since:

October 2015

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2015 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] K.R. Overgaard, Urban Transportation Planning: Traffic Estimation, Traffic Quarterly (1967).

Google Scholar

[2] W.W. Mosher, A Capacity Restraint Algorithm for Assigning Flow to a Transport Network, Highway Research Record 6 (1963).

Google Scholar

[3] W.P. Jastrzebski, Volume Delay Fucntions, 15th International EMME/2 Users' Group Conference, 18-20 October, 2000, Vancouver, B.C. (2000).

Google Scholar

[4] R. Singh, Improved Speed-Flow Relationships: Application to Transportation Planning Models, 7th TRB Conference on Application of Transportation Planning Methods, Boston, Massachusetts (1999).

Google Scholar

[5] H. Spiess, Conical Volume-Delay Functions, Transportation Science, 24 (1990).

Google Scholar

[6] T. Jomy, K. K Srinivasan and V.T. Arasan, Vehicle Class Wise Speed-Volume Models for Heterogeneous Traffic, Transport, 27 (2012).

DOI: 10.3846/16484142.2012.697442

Google Scholar

[7] B. Si, M. Zhong and Z. Gao, Link Resistance Function of Urban Mixed Traffic Network, Journal of Transportation Systems Engineering and Information Technology, 8 (2008).

DOI: 10.1016/s1570-6672(08)60011-2

Google Scholar

[8] Bureau of Public Roads, Traffic Assignment Manual, U.S. Department of Commerce, Urban Planning Division, Washington, D.C. (1964).

Google Scholar

[9] R. Dowling, A. Skabardonis, Urban Arterial Speed-flow Equations for Travel Demand Models, In Conference Proceedings (2006).

Google Scholar

[10] S.M. Turner, W.L. Eisele, R.J. Benz and D.J. Holdener, Travel time data collection handbook (No. FHWA-PL-98-035) (1998).

Google Scholar