Skip to main content
Intended for healthcare professionals
Restricted access
Research article
First published January 1997

Pedestrian Impedance of Turning-Movement Saturation Flow Rates: Comparison of Simulation, Analytical, and Field Observations

Abstract

TRAF-NETSIM and its successor CORSIM are comprehensive micro-simulation environments that have been widely used to model the urban traffic environment in the United States and abroad. CORSIM is employed in this study to simulate and evaluate the effects of pedestrian flows on right-turn saturation flow rates at signalized intersections. The saturation flow rates returned by CORSIM were compared with field data collected throughout the United States and with three existing analytical models in the United States, Australia, and Canada. These comparisons indicated that CORSIM models pedestrian interference with the turning vehicles more severely than the three analytical methods, but with a smaller effect than the empirical data indicate. Further, the empirical data exhibit a logarithmic relationship between saturation flow rate and opposing pedestrian volume, compared with the linear relationship used in the simulation and analytical models. Implications for the design and analysis of signalized intersections are presented.

Get full access to this article

View all access and purchase options for this article.

References

1. TSIS User’s Guide, Version 4.0 beta. Kaman Sciences Corp., Colorado Springs, Colo., 1996.
2. TRAF User Reference Guide, Version 5.0. FHWA, U.S. Department of Transportation, 1995.
3. Special Report 209: Highway Capacity Manual. TRB, National Research Council, Washington, D.C., 1994.
4. Akçelik R. Calibrating SIDRA. Report ARR 180, ARRB Transport Research, Vermont South, Victoria, Australia, 1990.
5. Teply S., Allingham D. I., Richardson D. B., and Stephenson B. W. Canadian Capacity Guide for Signalized Intersections. Committee on Canadian Capacity Guide for Signalized Intersections, Institute of Transportation Engineers, 1995.
6. Rouphail N. M. Task Order 8: Capacity Analysis of Pedestrian and Bicycle Facilities. FHWA, U.S. Department of Transportation, 1995.

Cite article

Cite article

Cite article

OR

Download to reference manager

If you have citation software installed, you can download article citation data to the citation manager of your choice

Share options

Share

Share this article

Share with email
EMAIL ARTICLE LINK
Share on social media

Share access to this article

Sharing links are not relevant where the article is open access and not available if you do not have a subscription.

For more information view the Sage Journals article sharing page.

Information, rights and permissions

Information

Published In

Article first published: January 1997
Issue published: January 1997

Rights and permissions

© 1997 National Academy of Sciences.
Request permissions for this article.

Authors

Affiliations

Nagui M. Rouphail
Civil Engineering Department, CB 7908 North Carolina State University, Raleigh, N.C. 27695
Brian S. Eads
University of Illinois, 509 E. Stoughton Street, Apt. 203, Champaign, Ill. 61820

Metrics and citations

Metrics

Journals metrics

This article was published in Transportation Research Record: Journal of the Transportation Research Board.

VIEW ALL JOURNAL METRICS

Article usage*

Total views and downloads: 1

*Article usage tracking started in December 2016


Altmetric

See the impact this article is making through the number of times it’s been read, and the Altmetric Score.
Learn more about the Altmetric Scores



Articles citing this one

Receive email alerts when this article is cited

Web of Science: 0

Crossref: 10

  1. Modeling Adjustment Factors for Pedestrians and Bicycles on Turning Ve...
    Go to citation Crossref Google Scholar
  2. The fixed-cycle traffic-light queue with multiple lanes and temporary ...
    Go to citation Crossref Google Scholar
  3. Active Strategy to Improve the Right-Turn Capacity at Signalized Inter...
    Go to citation Crossref Google Scholar
  4. Effect of Pedestrians on the Saturation Flow Rate of Right Turn Moveme...
    Go to citation Crossref Google Scholar
  5. Investigation of Saturation Flow on Shared Right-Turn Lane at Signaliz...
    Go to citation Crossref Google Scholar
  6. Modeling pedestrian crossing activities in an urban environment using ...
    Go to citation Crossref Google Scholar
  7. The Comparison Research of Capacity and Saturation Flow Between China ...
    Go to citation Crossref Google Scholar
  8. Influence of Pedestrian Traffic on Capacity of Right-Turning Movements...
    Go to citation Crossref Google Scholar
  9. Probabilistic Model for Signalized Intersection Capacity with a Short ...
    Go to citation Crossref Google Scholar
  10. Simulating a Regularly Sampled: Bus Location System
    Go to citation Crossref Google Scholar

Figures and tables

Figures & Media

Tables

View Options

Get access

Access options

If you have access to journal content via a personal subscription, university, library, employer or society, select from the options below:


Alternatively, view purchase options below:

Purchase 24 hour online access to view and download content.

Access journal content via a DeepDyve subscription or find out more about this option.

View options

PDF/ePub

View PDF/ePub