TECHNICAL PAPERS
Sep 1, 1990

Variability Assessment for TRAF‐NETSIM

Publication: Journal of Transportation Engineering
Volume 116, Issue 5

Abstract

The presence of high variability in traffic simulation results often leads to concern about their reliability, and consequently precludes a rigorous evaluation of the target traffic system's performance under various control strategies. Thus arises the need to assess the variability of key output parameters of interest, generally represented by the confidence interval. Since the operating characteristics of congested traffic flows yielded by a simulation program are a set of correlated sample observations, the conventional approach for computing confidence intervals via an approximate t‐distribution does not apply. This paper presents the statistical issues involved in the use of microscopic traffic simulation, followed by a critical discussion of variability assessment in congested traffic conditions. The batch‐means method, which allows the user to assess the variability of parameters, such as the average delay per vehicle, through a single relative long run, is introduced. The effectiveness of the batch means approach is evaluated via a set of simulation experiments wherein the output results of an example traffic system simulated by the TRAF‐NETSIM are examined. The research results, such as the batch size selection and the procedures for confidence interval computation, can either be built into a traffic simulation program as an automatic function or provided to traffic engineers as part of the users' guidelines.

Get full access to this article

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

References

1.
Bullen, A. G. R., et al. (1987). “EVIPAS: A computer model for the optimal design of a vehicle‐actuated traffic signal.” Transp. Res. Rec, 1114.
2.
Bartlett, M. S. (1946). “On the theoretical specification of the sampling properties of autocorrelated time series.” J. Royal Stat. Soc., 8(27), 18–32.
3.
Chang, G. L., and Kannan, A. (1989). “A decision‐making methodology for ranking and selection of alternatives based on the traffic simulation results.” The Univ. of Maryland, College Park, Md.
4.
Chow, C. G. (1960). “Test of equality between sets of coefficients in two linear regressions.” Econometrica, 28, 256–279.
5.
Cochran, M. (1977). Sampling techniques. 3rd Ed., John Wiley and Sons, New York, N.Y.
6.
Fishman, G. S. (1978). “Grouping observations in digital simulation.” Mgmt. Sci., 24(5), 211–237.
7.
Goldsman, D. (1983). “Ranking and selection in simulation.” Proc. 1983 Winter Simulation Conf., Washington, D.C.
8.
“Highway capacity manual.” (1985). Special Report 209, Transp. Res. Bd., Washington, D.C.
9.
Law, A. M. (1975). “A comparison of two techniques for determining the accuracy of simulation output.” Report No. 75‐11, Dept. of Indust. Engrg., Univ. of Wisconsin at Madison, Wis.
10.
Nelson, B. L., and Schmeiser, B. W. (1983). “Variance reduction: Basic transformations.” Proc. 1983 Winter Simulation Conf., Washington, D.C.
11.
Priskter, A. A. B. (1974). The GASP IV simulation language, John Wiley and Sons, New York, N.Y.
12.
Rathi, A. K. (1985). “An application of variance reduction techniques in freeway simulation.” Transp. Res. B., 19B(3), 209–216.
13.
“Traffic network analysis with NETSIM—User's guide.” (1980). Report FHWA‐IP‐80‐3 FHWA, U.S. Dept. of Transp., Washington, D.C.
14.
Welch, P. D. (1983). “The statistical analysis of simulation results.” Computer Performance Handbook, S. S. Lavenberg, ed., Academic Press, New York, N.Y.
15.
Willision, J. R. (1984). “Statistical aspects of simulation.” 1984 Conf. Int. Fed. Operations Res. Soc., Washington, D.C.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 116Issue 5September 1990
Pages: 636 - 657

History

Published online: Sep 1, 1990
Published in print: Sep 1990

Permissions

Request permissions for this article.

Authors

Affiliations

Gang‐Len Chang
Asst. Prof., Dept. of Civ. Engrg., Univ. of Maryland, College Park, MD 20742
Ammar Kanaan
Tansp. Engr., AEPCO, Inc., 15850 Crabbs Way, Suite 300, Rockville, MD 20855

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