Simulating pedestrian movements at signalized crosswalks in Hong Kong

This paper presents a new pedestrian simulation (PS) model for signalized crosswalks in Hong Kong. This PS model is capable of estimating the variations of walking speed particularly on the effects of bi-directional pedestrian flows so as to determine the minimum required duration of pedestrian crossing time. Video records taken from the observational surveys at the selected crosswalk in urban area were used to extract the required data for model calibration. It was found that the design walking speed for signalized crosswalks should be varied by the effects of the bi-directional pedestrian flows. It was also interesting to note that the negative impact of the bi-directional flow effects (ranging from uni-directional to bi-directional pedestrian flows) on the chance of pedestrian crossing the crosswalk is increasing from free-flow to at-capacity flow conditions. The new PS model is also validated using an independent data set so as to examine the reliability of the simulation results. The validation results show that the new PS model can provide an accurate evaluation on the changes of walking speed and its standard deviation under different scenarios with particular emphasis on the effects of the bi-directional pedestrian flows. The advancement of this PS model can be applied to assess the effects of each improvement measure and to evaluate the benefits of each scenario in practice.

[1]  William H. K. Lam,et al.  PEDESTRIAN ROUTE CHOICES BETWEEN ESCALATOR AND STAIRWAY IN MTR STATIONS , 1998 .

[2]  William H. K. Lam,et al.  New Level-of-Service Standard for Signalized Crosswalks with Bi-Directional Pedestrian Flows , 2005 .

[3]  J G Hunt,et al.  DELAYS AT PEDESTRIAN CROSSINGS - 4. MATHEMATICAL MODELS , 1985 .

[4]  J G Hunt,et al.  DELAYS AT PEDESTRIAN CROSSINGS. 1. SITE OBSERVATIONS AND THE INTERPRETATION OF DATA , 1984 .

[5]  J G Hunt,et al.  THE EFFECTIVENESS OF PEDESTRIAN FACILITIES AT SIGNAL CONTROLLED JUNCTIONS. , 1995 .

[6]  Victor J. Blue,et al.  Cellular automata microsimulation for modeling bi-directional pedestrian walkways , 2001 .

[7]  William H.K. Lam,et al.  PEDESTRIAN FLOWS AND WALKING SPEED: A PROBLEM AT SIGNALIZED CROSSWALKS , 2004 .

[8]  Qiang Li,et al.  Pedestrian delay estimation at signalized intersections in developing cities , 2005 .

[9]  Whk Lam,et al.  Pedestrian simulation-assignment model for Hong Kong Mass Transit Railway Stations , 2001 .

[10]  Jodie Y S Lee,et al.  A study of the bi-directional pedestrian flow characteristics at Hong Kong signalized crosswalk facilities , 2002 .

[11]  Mark R Virkler,et al.  Pedestrian Compliance Effects on Signal Delay , 1998 .

[12]  Serge P. Hoogendoorn,et al.  Walking infrastructure design assessment by continuous space dynamic assignment modeling , 2004 .

[13]  L T Buckman,et al.  MODELLING STATION CONGESTION THE PEDROUTE WAY. , 1994 .

[14]  J G Hunt,et al.  Delays at pedestrian crossings - 3. The development and validation of a simulation model of a pelican crossing , 1984 .

[15]  Massoud Javid,et al.  Cost-based approach for sizing of pedestrian facilities , 1994 .

[16]  William H. K. Lam,et al.  Pedestrian speed/flow relationships for walking facilities in Hong Kong , 2000 .

[17]  B. K. Ghosh,et al.  Simulation Using Promodel , 2000 .

[18]  P N Daly,et al.  Pedestrian speed/flow relationships for underground stations , 1991 .

[19]  William H. K. Lam,et al.  PEDESTRIAN FLOW CHARACTERISTICS IN HONG KONG , 1995 .

[20]  William H. K. Lam,et al.  A generalised function for modeling bi-directional flow effects on indoor walkways in Hong Kong , 2003 .