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The influence factors of traffic operation mainly include passenger traffic demand, the capacity of emergency bus, and the capacity of intersection and road.
A separate left-turn phase wastes the capacity of intersection, because all the lanes on the approach are not fully utilized during either the left-turn or through green phase.
In order to evaluate the enrichment of MCs lying between P1 and P2, P value was introduced as the probability of obtaining a larger number of MCs for a pair of randomly chosen protein sets, keeping the same sizes with P1 and P2 and the capacity of intersection, than for P1 and P2.
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As it shows, it can improve traffic capacity of intersections and especially works well in high demand.
In this paper, the authors propose the methodology of planning the safe trajectory for crossing an intersection, including improving the capacity of the intersection.
The critical gap thus obtained may be used to estimate the capacity of such intersection more realistically.
Previous studies for homogeneous traffic with lane discipline have concluded that capacity of an intersection can increase up to 300 % when flyovers are constructed for heavy through movements along an arterial [2].
Brilon and Wu [3] applied ACF method to find the capacity of TWSC intersections by considering different conflict groups.
The objective of this study was to analyze the effects of rickshaws and auto-rickshaws on the capacity of signalized intersections.
The author determined the capacity of unsignalized intersections in mixed traffic using both the ACF method and IHCM procedure and compared the results of the two methods.
The models developed in the study can be used by practitioners and traffic engineers to estimate the capacity of unsignalized intersections in non-lane-based discipline and mixed traffic conditions.
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