Total Approach Capacity at Signalized Intersections with Shared and Short Lanes

Author:

Wu Ning1

Affiliation:

1. Institute for Traffic Engineering, Ruhr-Universität Bochum, 44780 Bochum, Germany.

Abstract

An empirically calibrated theoretical model is presented for the estimation of total approach capacity at signalized intersections with shared and short lanes. The model extends the theoretical capacity formula for shared and short lanes at unsignalized intersections (previously introduced by the author) to signalized intersections. The model accounts for the stochastic nature of traffic flow and the effect of queue blockage on the short turn lanes. The VisSim simulation package was used to generate a comprehensive database for model calibration under different lane and signal-control conditions. The proposed model can be used for arbitrary lane and signal-timing configurations. Explicit equations are given for signalized intersections with simple shared- and short-lane configurations. Detailed monographs are prepared for practical applications.

Publisher

SAGE Publications

Subject

Mechanical Engineering,Civil and Structural Engineering

Reference7 articles.

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1. Experience in calibrating the VISSIM microscopic simulation model for an unsignalized intersection in Pekanbaru, Indonesia;IOP Conference Series: Earth and Environmental Science;2024-01-01

2. Reduction in Entry Capacity of Roundabout under the Influence of Pedestrians in Mixed Traffic Conditions;Communications - Scientific letters of the University of Zilina;2022-10-26

3. Characterizing the dynamics and uncertainty of queues at signalized intersections with left-turn bay;Physica A: Statistical Mechanics and its Applications;2022-08

4. Impact of Turning Lane Storage Length and Turning Proportions on Throughput at Oversaturated Signalized Intersections;Transportation Research Record: Journal of the Transportation Research Board;2021-07-01

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