01336924

Component

https://doi.org/10.3141/2259-11

http://scholar.google.com...ndra&publication_year=2011

Various control algorithms process vehicle detector on and off times with the objective of quantifying split performance. Two such metrics are green occupancy ratio (GOR) and volume-to-capacity (v/c) ratio, both of which can be used to estimate the efficiency of a split as well as estimate oversaturated conditions. The GOR metric is attractive because of its simplicity of implementation; the v/c ratio is based on well-established traffic flow concepts and is independent of detector geometry although additional processing is required to develop the metric. Characterizing the impact of detection zone length and vehicle speed on the GOR as well as comparing its performance with another metric is important in understanding the robustness of GOR as a surrogate performance metric. This paper analyzes the difference between calculated GOR and v/c ratios over different detection zone lengths and differing vehicle speeds, compares these values with a calculated delay metric, and observes the effectiveness of GOR as an indicator of oversaturation. On the basis of the analysis, the paper documents the influence of approach speed and detection zone length on the calculated GOR metric. The paper concludes that the GOR values tend to reach a saturated value of 1.0 more rapidly than v/c, making it challenging for the analyst to identify oversaturated conditions by the metric alone. For practitioners using the GOR metric, it is critical that the system be calibrated properly because of the sensitivity of GOR to the detection zone length and vehicle speed. However, because direct measurement of v/c is difficult to obtain, GOR may still be a reasonable surrogate in real-time performance assessment of traffic signal systems.

01364838

11-0931

English

pp 123-131

2011

Transportation Research Record: Journal of the Transportation Research Board

9780309222952

Print

Figures (8) ; References (17) ; Tables (1)

Algorithms; Green interval (Traffic signal cycle); Operating speed; Performance measurement; Traffic oversaturation; Traffic signal control systems

Detection zone length

Highways; Operations and Traffic Management; I73: Traffic Control

TRIS, TRB

Feb 17 2011 5:38PM

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