TY - JOUR
T1 - Vehicle delay estimation at unsignalised pedestrian crosswalks with probabilistic yielding behaviour
AU - Wei, Dali
AU - Liu, Hongchao
AU - Tian, Zong
N1 - Funding Information:
The author would like to acknowledge the valuable comments made by reviewers as incorporated in this work. This work was partly supported by the National Natural Science Foundation of China (Project No. 51378171).
Publisher Copyright:
© 2014 Hong Kong Society for Transportation Studies Limited.
PY - 2015/2/7
Y1 - 2015/2/7
N2 - Unsignalised pedestrian crosswalks are commonly adopted in school and residential areas. To enhance pedestrian safety, various types of signs and crosswalk markings have been implemented, which results in motorists’ probabilistic yielding behaviour and interrupted traffic flow patterns. Predicting the vehicular delay is of central importance to evaluate the level of service. However, as the interaction involves two random streams and is governed by the uncertain yielding behaviour, the analysis could be fairly challenging. In this paper, a novel method is proposed to estimate vehicular delay, which decomposes the vehicular stream into free-flow and queuing traffic. By explicitly considering the relation between the vehicular headway and the critical gap, the probability of a yielding event is derived to the expected proportion of queue formation, queue dispersion and free-flow periods. Equations of the average vehicular delay are given as a function of the vehicle volume, pedestrian volume and the yielding rate. The validation experiment using a stochastic simulation indicates that the proposed method consistently gives close estimations with absolute error less than 1 s.
AB - Unsignalised pedestrian crosswalks are commonly adopted in school and residential areas. To enhance pedestrian safety, various types of signs and crosswalk markings have been implemented, which results in motorists’ probabilistic yielding behaviour and interrupted traffic flow patterns. Predicting the vehicular delay is of central importance to evaluate the level of service. However, as the interaction involves two random streams and is governed by the uncertain yielding behaviour, the analysis could be fairly challenging. In this paper, a novel method is proposed to estimate vehicular delay, which decomposes the vehicular stream into free-flow and queuing traffic. By explicitly considering the relation between the vehicular headway and the critical gap, the probability of a yielding event is derived to the expected proportion of queue formation, queue dispersion and free-flow periods. Equations of the average vehicular delay are given as a function of the vehicle volume, pedestrian volume and the yielding rate. The validation experiment using a stochastic simulation indicates that the proposed method consistently gives close estimations with absolute error less than 1 s.
KW - stochastic interrupted flow
KW - unsignalised crosswalk
KW - vehicular delay
KW - yielding behaviour
UR - http://www.scopus.com/inward/record.url?scp=84921436787&partnerID=8YFLogxK
U2 - 10.1080/23249935.2014.928758
DO - 10.1080/23249935.2014.928758
M3 - Article
AN - SCOPUS:84921436787
SN - 2324-9935
VL - 11
SP - 103
EP - 118
JO - Transportmetrica A: Transport Science
JF - Transportmetrica A: Transport Science
IS - 2
ER -