Freeway Traffic Flow Rate Measurement: Investigation into Impact of Measurement Time Interval
Author:
Affiliation:
1. Assistant Professor, Dept. of Civil Engineering, Univ. of Virginia, Box 400742, Charlottesville, VA 22904-4742.
2. Graduate Research Assistant, Dept. of Civil Engineering, Univ. of Virginia, Box 400742, Charlottesville, VA 22904-4742.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Transportation,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-947X%282003%29129%3A3%28223%29
Reference8 articles.
1. Banks J. H. (1999). “Investigation of some characteristics of congested flow.” Transportation Research Record 1678 Transportation Research Board Washington D.C. 128–134.
2. Carlson A. B. (1986). Communication systems: An introduction to signals and noise in electrical communications 3rd Ed. McGraw-Hill New York.
3. Hurdle V. F. Merlo M. I. and Robertson D. (1997). “Study of speed-flow relationships on individual freeway lanes.” Transportation Research Record 1591 Transportation Research Board Washington D.C. 7–13.
4. Kerner B. S. (1999). “Congested traffic flow: Observations and theory.” Transportation Research Record 1678 Transportation Research Board Washington D.C. 160–167.
5. Polus A. and Shwartzman Y. (1999). “Flow characteristics at freeway work zones and increased deterrent zones.” Transportation Research Record 1657 Transportation Research Board Washington D.C. 18–23.
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