Skip to main content
Intended for healthcare professionals
Restricted access
Research article
First published online January 1, 2012

Estimation of Capacity Drop in Highway Merging Sections

Abstract

Capacity drop, which is defined as discharge flow drop after bottleneck activation, has been frequently observed on urban highways, especially in merging sections. Maintaining high capacity on roadways is a main concern for traffic operators, theorists, and transportation modelers. Accordingly, many researchers have investigated capacity drop, yet highway capacity and discharge flow measurement methods vary, and results are not comparable. A systematic methodology is introduced for finding capacity drops by using detector data to estimate roadway capacity and discharge flow. The impact of the number of lanes on capacity drops at merging sections on highways is investigated. Results show that capacity drop is negatively related to the number of lanes. Detailed information is analyzed for individual lanes and off-ramp effect on capacity drop. Individual lane analysis supports the negative relationship between the amount of capacity drop and the number of lanes. A decrease in capacity drop is observed when the flow ratio of the off-ramp increases.

Get full access to this article

View all access and purchase options for this article.

References

1. Newell G. F. A Simplified Theory of Kinematic Waves in Highway Traffic. I: General Theory. II: Queuing at Freeway Bottlenecks. III: Multi-Destination Flows. Transportation Research Part B, Vol. 27, 1993, pp. 281–313.
2. Koshi M., Iwasaki M., and Ohkura I. Some Findings and an Overview on Vehicular Flow Characteristics. Proc., 8th International Symposium on Transportation and Traffic Flow Theory, 1983, pp. 403–426.
3. Greenshields B.D., Bibbins J.R., Channing W.S., and Miller H. H. A Study of Traffic Capacity. In Highway Research Board Proceedings, Vol. 14, HRB, National Research Council, Washington, D.C., 1935, pp. 448–477.
4. Hall F.L., and Agyemang-Duah K. Freeway Capacity Drop and the Definition of Capacity. In Transportation Research Record 1320, TRB, National Research Council, Washington, D.C., 1991, pp. 91–98.
5. Hall F.L., Hurdle V.F., and Banks J. H. Synthesis of Recent Work on the Nature of Speed-Flow and Flow-Occupancy (or Density) Relationships on Freeways. In Transportation Research Record 1365, TRB, National Research Council, Washington, D.C., 1992, pp. 12–18.
6. Ringert J., and Urbanik T. II. Study of Freeway Bottlenecks in Texas. In Transportation Research Record 1398, TRB, National Research Council, Washington, D.C., 1993, pp. 31–41.
7. Cassidy M. J. Bivariate Relations in Nearly Stationary Highway Traffic. Transportation Research Part B, Vol. 32, 1998, pp. 49–59.
8. Banks J. H. Flow Processes at a Freeway Bottleneck. In Transportation Research Record 1287, TRB, National Research Council, Washington, D.C., 1990, pp. 20–28.
9. Banks J. H. Two-Capacity Phenomenon at Freeway Bottlenecks: A Basis for Ramp Metering? In Transportation Research Record 1320, TRB, National Research Council, Washington, D.C., 1991, pp. 83–90.
10. Persaud B., Yagar S., and Brownlee R. Exploration of the Breakdown Phenomenon in Freeway Traffic. In Transportation Research Record 1634, TRB, National Research Council, Washington, D.C., 1998, pp. 64–69.
11. Banks J. H. New Approach to Bottleneck Capacity Analysis: Second Interim Report. California PATH, Berkeley, 2006.
12. Cassidy M.J., and Windover J. R. Methodology for Assessing Dynamics of Freeway Traffic Flow. In Transportation Research Record 1484, TRB, National Research Council, Washington, D.C., 1995, pp. 73–79.
13. Cassidy M.J., and Bertini R. L. Some Traffic Features at Freeway Bottlenecks. Transportation Research Part B, Vol. 33, 1999, pp. 25–42.
14. Bertini R.L., and Malik S. Observed Dynamic Traffic Features on Freeway Section with Merges and Diverges. In Transportation Research Record: Journal of the Transportation Research Board, No. 1867, Transportation Research Board of the National Academies, Washington, D.C., 2004, pp. 25–35.
15. Bertini R.L., and Leal M. Empirical Study of Traffic Features at a Freeway Lane Drop. ASCE Journal of Transportation Engineering, Vol. 131, No. 6, 2005, pp. 397–407.
16. Cassidy M.J., and Rudjanakanoknad J. Increasing Capacity of an Isolated Merge by Metering Its On-Ramp. Transportation Research Part B, Vol. 39, 2005, pp. 896–913.
17. Chung K., Rudjanakanoknad J., and Cassidy M. J. Relation Between Traffic Density and Capacity at the Freeway Bottlenecks. Transportation Research Part B, Vol. 41, 2007, pp. 82–95.
18. Yeo H. Asymmetric Microscopic Driving Behavior Theory. PhD dissertation. University of California, Berkeley, 2008.
19. Yeo H., and Skabardonis A. Proposed Asymmetric Microscopic Traffic Flow Theory. Presented at 88th Annual Meeting of the Transportation Research Board, Washington, D.C., 2009.
20. Yeo H., and Skabardonis A. Understanding Stop-and-Go Traffic in View of Asymmetric Traffic Theory. Proc., 18th International Symposium on Transportation and Traffic Theory, Hong Kong, 2009, pp. 99–115.
21. Chen C., Skabardonis A., and Varaiya P. Systematic Identification of Freeway Bottlenecks. In Transportation Research Record: Journal of the Transportation Research Board, No. 1867, Transportation Research Board of the National Academies, Washington, D.C., 2004, pp. 46–52.
22. Highway Capacity Manual, TRB, National Research Council, Washington, D.C., 2000.
23. Cassidy M.J., Jang K., and Daganzo C. F. The Smoothing Effect of Carpool Lanes on Freeway Bottlenecks. California PATH, Berkeley, 2008.

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 online: January 1, 2012
Issue published: January 2012

Rights and permissions

© 2012 National Academy of Sciences.
Request permissions for this article.

Authors

Affiliations

Simon Oh
Department of Civil and Environmental Engineering, Korea Advanced Institute of Science and Technology, 291 Daehak-Ro, Yuseong-Gu, Deajeon, South Korea.
Hwasoo Yeo
Department of Civil and Environmental Engineering, Korea Advanced Institute of Science and Technology, 291 Daehak-Ro, Yuseong-Gu, Deajeon, South Korea.

Notes

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: 186

*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: 39

  1. Merging and diverging operations: benchmark of three European microsco...
    Go to citation Crossref Google Scholar
  2. Capacity Drop at Freeway Ramp Merges with Its Replication in Macroscop...
    Go to citation Crossref Google Scholar
  3. Impact of Variability of Car-Following Parameters on Road Capacity: Th...
    Go to citation Crossref Google Scholar
  4. Modeling System Dynamics of Mixed Traffic With Partial Connected and A...
    Go to citation Crossref Google Scholar
  5. Tunnel Traffic Evolution during Capacity Drop Based on High-Resolution...
    Go to citation Crossref Google Scholar
  6. Unveiling the Capacity Drop Phenomenon Through Traffic Microsimulation...
    Go to citation Crossref Google Scholar
  7. INVESTIGATION OF THE RELATIONSHIP BETWEEN UPSTREAM AND ON-RAMP FLOWS A...
    Go to citation Crossref Google Scholar
  8. Empirical Observation of Maximum Throughput Change in Isolated Merging...
    Go to citation Crossref Google Scholar
  9. A formulation of the relaxation phenomenon for lane changing dynamics ...
    Go to citation Crossref Google Scholar
  10. Freeway Traffic Control in Presence of Capacity Drop
    Go to citation Crossref Google Scholar
  11. Variable Speed Limit and Ramp Metering for Mixed Traffic Flows: A Revi...
    Go to citation Crossref Google Scholar
  12. Speed Harmonization for Partially Connected and Automated Traffic
    Go to citation Crossref Google Scholar
  13. An empirical test of hypercongestion in highway bottlenecks
    Go to citation Crossref Google Scholar
  14. Lane‐changing and freeway capacity: A Bayesian inference stochastic mo...
    Go to citation Crossref Google Scholar
  15. Freeway Loop Detector Data Reconciliation Based on Vehicle Conservatio...
    Go to citation Crossref Google Scholar
  16. Evaluating the effects of automated vehicle technology on the capacity...
    Go to citation Crossref Google Scholar
  17. Merging Vehicles and Lane Speed-Flow Relationship in a Work Zone
    Go to citation Crossref Google Scholar
  18. Pareto improvements from Lexus Lanes: The effects of pricing a portion...
    Go to citation Crossref Google Scholar
  19. Development of analytical procedure for selection of control measures ...
    Go to citation Crossref Google Scholar
  20. Microscopic Simulation Replicates the Capacity Drop Phenomenon
    Go to citation Crossref Google Scholar
  21. Freeway lane-changing: some empirical findings
    Go to citation Crossref Google Scholar
  22. Capacity drop: a comparison between stop-and-go wave and standing queu...
    Go to citation Crossref Google Scholar
  23. Defining, Measuring, and Modeling Capacity for the Highway Capacity Ma...
    Go to citation Crossref Google Scholar
  24. Stability analysis and fundamental diagram of heterogeneous traffic fl...
    Go to citation Crossref Google Scholar
  25. A Study on the Traffic Predictive Cruise Control Strategy With Downstr...
    Go to citation Crossref Google Scholar
  26. Optimal Mainline Variable Speed Limit Control to Improve Safety on Lar...
    Go to citation Crossref Google Scholar
  27. Improvement of Search Strategy With K-Nearest Neighbors Approach for T...
    Go to citation Crossref Google Scholar
  28. An empirical study on the traffic state evolution and stop-and-go traf...
    Go to citation Crossref Google Scholar
  29. Revisiting Merge-Influence Area Empirically: Operations Inside Recurre...
    Go to citation Crossref Google Scholar
  30. Capacity Drops at Merges: Analytical Expressions for Multilane Freeway...
    Go to citation Crossref Google Scholar
  31. Impact of Traffic State Transition and Oscillation on Highway Performa...
    Go to citation Crossref Google Scholar
  32. Impact of stop-and-go waves and lane changes on discharge rate in reco...
    Go to citation Crossref Google Scholar
  33. Capacity Drop...
    Go to citation Crossref Google Scholar
  34. Development of control strategy of variable speed limits for improving...
    Go to citation Crossref Google Scholar
  35. Evaluating the Effects of Different Control Strategies on Traffic Oper...
    Go to citation Crossref Google Scholar
  36. Merging behaviour: Empirical comparison between two sites and new theo...
    Go to citation Crossref Google Scholar
  37. Network effects of percentile-based route choice behavior for stochast...
    Go to citation Crossref Google Scholar
  38. Key Variables of Merging Behaviour: Empirical Comparison between Two S...
    Go to citation Crossref Google Scholar
  39. A capacity-increasing mechanism in freeway traffic
    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