Free Speed Distributions for Pedestrian Traffic
Serge Hoogendoorn, Winnie Daamen
Abstract
Serge Hoogendoorn, Winnie Daamen
Abstract
Free speeds are defined as the speeds pedestri ans like to walk with when they are not influenced by other nearby pedestrians. Free speeds differ among pedestrians being influenced by personal characteristics, characteristics of the infrastructure and external conditions. Free speeds and their distrib ution play an important role in many traffic flow models, but are also relevant in other applications, such as the design of pedestrian facilities and public transport timetables. The fact that lots of observations on pedestrian speeds are described in lit erature stresses its importance. However, pedestrian free speeds cannot directly be observed, since the observer does not know whether the pedestrian is actually walking with his free speed. Free speeds based on observations therefore are usually underesti mated. Available free speed estimation methods developed for car traffic appear to be not suited for pedestrian traffic. This paper presents a new method to estimate free speed distributions for pedestrian flows. It is a dedicated adaptation of a method us ed for car traffic. This paper does not only describe this estimation method, but also shows an application on pedestrian data from large -scale laboratory walking experiments, simulating different traffic conditions, such as unidirectional flows, opposite flows, and crossing flows. The approach appeared successful and may be applied for all types of pedestrian flows. Word count Abstract 211
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Free speeds are defined as the speeds pedestri ans like to walk with when they are not influenced by other nearby pedestrians. Free speeds differ among pedestrians being influenced by personal characteristics, characteristics of the infrastructure and external conditions. Free speeds and their distrib ution play an important role in many traffic flow models, but are also relevant in other applications, such as the design of pedestrian facilities and public transport timetables. The fact that lots of observations on pedestrian speeds are described in lit erature stresses its importance. However, pedestrian free speeds cannot directly be observed, since the observer does not know whether the pedestrian is actually walking with his free speed. Free speeds based on observations therefore are usually underesti mated. Available free speed estimation methods developed for car traffic appear to be not suited for pedestrian traffic. This paper presents a new method to estimate free speed distributions for pedestrian flows. It is a dedicated adaptation of a method us ed for car traffic. This paper does not only describe this estimation method, but also shows an application on pedestrian data from large -scale laboratory walking experiments, simulating different traffic conditions, such as unidirectional flows, opposite flows, and crossing flows. The approach appeared successful and may be applied for all types of pedestrian flows. Word count Abstract 211
Key concepts: Pedestrian, Free flow, Observer (physics), Computer science, Transport engineering, Preferred walking speed, Traffic flow (computer networking), Pedestrian crossing