Abstract

One of the main strengths of microscopic pedestrian simulation models is the ability to explicitly represent the heterogeneity of the pedestrian population. Most pedestrian populations are heterogeneous with respect to the desired speed, and the outputs of microscopic models are naturally sensitive to the desired speed; it has a direct effect on the flow and travel time, thus strongly affecting results that are of interest when applying pedestrian simulation models in practice. An inaccurate desired speed distribution will in most cases lead to inaccurate simulation results. In this paper we propose a method to estimate the desired speed distribution by treating the desired speeds as model parameters to be adjusted in the calibration together with other model parameters. This leads to an optimization problem that is computationally costly to solve for large data sets. We propose a heuristic method to solve this optimization problem by decomposing the original problem in simpler parts that are solved separately. We demonstrate the method on trajectory data from Stockholm central station and analyze the results to conclude that the method is able to produce a plausible desired speed distribution under slightly congested conditions.

Highlights

  • Microscopic simulation is a powerful tool to evaluate or compare infrastructure design or control strategies

  • The outputs of microscopic models are sensitive to the value of the desired speed; it has a direct effect on the flow and the travel time in most scenarios, strongly affecting results that are of interest when applying pedestrian simulation models in practice

  • In this paper we propose a method to estimate the desired speed distribution by treating the desired speeds as model parameters to be adjusted in the calibration together with other model parameters

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Summary

Introduction

Microscopic simulation is a powerful tool to evaluate or compare infrastructure design or control strategies. The outputs of microscopic models are sensitive to the value of the desired speed; it has a direct effect on the flow and the travel time in most scenarios, strongly affecting results that are of interest when applying pedestrian simulation models in practice. The free flow speed is directly measurable, and in most microscopic models the free flow speed of an individual pedestrian is equal to its desired speed. Since the population present when free flow occurs may have a different desired speed distribution than the population present when congestion occurs, observations of the free flow speed distribution may provide an inaccurate estimate of the desired speed distribution during the congested conditions of interest. This may occur even if the same individuals are present both during free flow and congested conditions due to variations of individual desired speeds over time

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