Microscopic modeling of large-scale pedestrian–vehicle conflicts in the city of Madinah, Saudi Arabia

This paper presents a micro-simulation modeling framework for evaluating pedestrian-vehicle conflicts in crowded crossing areas. The framework adopts a simulation approach that models vehicles and pedestrians at the microscopic level while satisfying two sets of constraints: (1) flow constraints and (2) non-collision constraints. Pedestrians move across two-directional cells as opposed to one-dimensional lanes as in the case of vehicles; therefore, extra caution is considered when modeling the shared space between vehicles and pedestrians. The framework is used to assess large-scale pedestrian-vehicle conflicts in a highly congested ring road in the City of Madinah that carries 20 000 vehicles/hour and crossed by 140 000 pedestrians/hour after a major congregational prayer. The quantitative and visual results of the simulation exhibits serious conflicts between pedestrians and vehicles, resulting in considerable delays for pedestrians crossing the road (9 minutes average delay) and slow traffic conditions (average speed Language: en

[1]  Alexander Ariza Validation of Road Safety Surrogate Measures as a Predictor of Crash Frequency Rates on a Large-scale Microsimulation Network , 2011 .

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

[3]  Robert B. Noland,et al.  Pedestrian and Vehicle Flow Calibration in Multimodal Traffic Microsimulation , 2009 .

[4]  岡崎 甚幸,et al.  建築空間における歩行のためのシミュレーションモデルの研究 : その 1 磁気モデルの応用による歩行モデル , 1979 .

[5]  Nagui M. Rouphail,et al.  CAPACITY ANALYSIS OF PEDESTRIAN AND BICYCLE FACILITIES: RECOMMENDED PROCEDURES FOR THE "SIGNALIZED INTERSECTIONS" CHAPTER OF THE HIGHWAY CAPACITY MANUAL , 1998 .

[6]  Shouen Fang,et al.  Research on Pedestrian-Vehicle Collision Model and Simulation Calculation , 2008 .

[7]  Larry Head,et al.  Surrogate Safety Measures from Traffic Simulation Models , 2003 .

[8]  Gordon D. B. Cameron,et al.  PARAMICS—Parallel microscopic simulation of road traffic , 1996, The Journal of Supercomputing.

[9]  Hani S. Mahmassani,et al.  Modeling the Evacuation of Large-Scale Crowded Pedestrian Facilities , 2010 .

[10]  P G Gipps,et al.  A micro simulation model for pedestrian flows , 1985 .

[11]  Byungkyu Park,et al.  DEVELOPMENT AND EVALUATION OF A CALIBRATION AND VALIDATION PROCEDURE FOR MICROSCOPIC SIMULATION MODELS , 2004 .

[12]  Victor J. Blue,et al.  Cellular Automata Microsimulation of Bidirectional Pedestrian Flows , 1999 .

[13]  Paul J Carlson,et al.  PEDESTRIAN CROSSING GUIDELINES FOR TEXAS , 2000 .

[14]  Harry J. P. Timmermans,et al.  A Multi-Agent Cellular Automata System for Visualising Simulated Pedestrian Activity , 2000, ACRI.

[15]  John J Fruin,et al.  DESIGNING FOR PEDESTRIANS: A LEVEL-OF-SERVICE CONCEPT , 1971 .

[16]  Nagui M. Rouphail,et al.  CAPACITY ANALYSIS OF PEDESTRIAN AND BICYCLE FACILITIES: RECOMMENDED PROCEDURES FOR THE "PEDESTRIANS" CHAPTER OF THE HIGHWAY CAPACITY MANUAL , 1998 .

[17]  Helbing,et al.  Social force model for pedestrian dynamics. , 1995, Physical review. E, Statistical physics, plasmas, fluids, and related interdisciplinary topics.

[18]  J L Adler,et al.  Emergent Fundamental Pedestrian Flows from Cellular Automata Microsimulation , 1998 .