论文信息 - QUEUE DISCHARGE FLOW AND SPEED MODELS FOR SIGNALISED INTERSECTIONS

QUEUE DISCHARGE FLOW AND SPEED MODELS FOR SIGNALISED INTERSECTIONS

This paper describes the exponential queue discharge flow rate and speed models, and presents a summary of model calibration results based on data from 18 intersections in Melbourne and Sydney, Australia. Presented are relationships among saturation headway and speed, jam spacing, queue departure response time, queue departure wave speed and acceleration characteristics. Also discussed are implications of the queue discharge flow and speed models for adaptive signal control practice, namely the SCATS control parameters, optimum detector loop length and the gap setting parameter.

R Akcelik | Mark Besley

[1] R. Akcelik,et al. Microsimulation and analytical methods for modelling urban traffic , 2000 .

[2] S Teply,et al. CANADIAN CAPACITY GUIDE FOR SIGNALIZED INTERSECTIONS. SECOND EDITION , 1995 .

[3] R. Akcelik,et al. Acceleration Profile Models for Vehicles in Road Traffic , 1987, Transp. Sci..

[4] Rahmi Akcelik. EXTENSION OF THE HIGHWAY CAPACITY MANUAL PROGRESSION FACTOR METHOD FOR PLATOONED ARRIVALS. , 1995 .

[5] R Akcelik,et al. FUNDAMENTAL RELATIONSHIPS FOR TRAFFIC FLOWS AT SIGNALISED INTERSECTIONS , 1999 .

[6] R Akcelik. FUNDAMENTAL TRAFFIC VARIABLES IN ADAPTIVE CONTROL AND THE SCATS DS PARAMETER , 1997 .

[7] D. Noyce,et al. TRAFFIC SIGNALS , 1934 .

[8] R Akcelik,et al. ACCELERATION AND DECELERATION MODELS , 2002 .

[9] J. Bonneson. STUDY OF HEADWAY AND LOST TIME AT SINGLE-POINT URBAN INTERCHANGES , 1992 .

[10] R Akcelik,et al. TRAFFIC SIGNALS: CAPACITY AND TIMING ANALYSIS , 1981 .

[11] P R Cornwell. Signal linking and area control , 1984 .

[12] James A Bonneson. MODELING QUEUED DRIVER BEHAVIOR AT SIGNALIZED JUNCTIONS , 1992 .