TY - JOUR
T1 - Congestion pricing for multi-modal transportation systems
AU - Hamdouch, Younes
AU - Florian, Michael
AU - Hearn, Donald W.
AU - Lawphongpanich, Siriphong
N1 - Funding Information:
This research was partially supported by grants from the National Science Foundation (DMI-9978642 and DMI-0300316), Natural Science and Engineering Research Council of Canada, and Volvo Research and Educational Foundations (SP-2004-5).
PY - 2007/3
Y1 - 2007/3
N2 - In this paper, we extend the toll pricing framework previously developed for vehicular traffic networks to ones with the potential to include many modes of transportation such as walking, driving, and using public conveyance (e.g., buses, subways, and trains). To determine tolls, we construct a user equilibrium and system optimal model. In both models, we assume that users adopt strategies or hyperpaths to travel between each origin-destination pair and the demand between each pair is fixed. However, the choice between driving and using public transportation is determined by a binomial logit function. As in the case of vehicular traffic networks, the set of valid tolls can be obtained from the solution to the system problem and the equilibrium conditions for the user problem. Then, secondary objective functions similar to those for traffic networks can be used to select a toll vector for, e.g., implementation. We provide a numerical example to illustrate our approach.
AB - In this paper, we extend the toll pricing framework previously developed for vehicular traffic networks to ones with the potential to include many modes of transportation such as walking, driving, and using public conveyance (e.g., buses, subways, and trains). To determine tolls, we construct a user equilibrium and system optimal model. In both models, we assume that users adopt strategies or hyperpaths to travel between each origin-destination pair and the demand between each pair is fixed. However, the choice between driving and using public transportation is determined by a binomial logit function. As in the case of vehicular traffic networks, the set of valid tolls can be obtained from the solution to the system problem and the equilibrium conditions for the user problem. Then, secondary objective functions similar to those for traffic networks can be used to select a toll vector for, e.g., implementation. We provide a numerical example to illustrate our approach.
KW - Congestion pricing
KW - Hyperpath
KW - Strategy
KW - Traffic equilibrium
KW - Transit network
UR - http://www.scopus.com/inward/record.url?scp=33845243704&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=33845243704&partnerID=8YFLogxK
U2 - 10.1016/j.trb.2006.04.003
DO - 10.1016/j.trb.2006.04.003
M3 - Article
AN - SCOPUS:33845243704
SN - 0191-2615
VL - 41
SP - 275
EP - 291
JO - Transportation Research Part B: Methodological
JF - Transportation Research Part B: Methodological
IS - 3
ER -