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Optimal fare and headway for a demand adaptive paired-line hybrid transit system in a rectangular area with elastic demand

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Optimal fare and headway for a demand adaptive paired-line hybrid transit system in a rectangular area with elastic demand. / Guo, Rongrong; Li, Wenquan; Liu, Tao et al.
In: Transportmetrica B: Transport Dynamics, Vol. 12, No. 1, 2389882, 31.12.2024.

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Guo R, Li W, Liu T, Jiang Y. Optimal fare and headway for a demand adaptive paired-line hybrid transit system in a rectangular area with elastic demand. Transportmetrica B: Transport Dynamics. 2024 Dec 31;12(1):2389882. Epub 2024 Aug 12. doi: 10.1080/21680566.2024.2389882

Author

Guo, Rongrong ; Li, Wenquan ; Liu, Tao et al. / Optimal fare and headway for a demand adaptive paired-line hybrid transit system in a rectangular area with elastic demand. In: Transportmetrica B: Transport Dynamics. 2024 ; Vol. 12, No. 1.

Bibtex

@article{09e6a171a6194ef7956ce9fb402ceae4,
title = "Optimal fare and headway for a demand adaptive paired-line hybrid transit system in a rectangular area with elastic demand",
abstract = "Demand adaptive paired-line hybrid transit systems that integrate fixed- and flex-route transit have emerged in the last decade and attracted increasing attention because of their potential to improve accessibility for passengers. To facilitate the operation of such a hybrid transit system, this study develops a model to determine the optimal fare and headways associated with fixed- and flex-route transit along a rectangular corridor. Compared with existing literature, the novelty of this study lies in designing the fare structure while simultaneously considering demand elasticity and passenger behaviour. A continuous approximation modelling approach is employed to derive the agency{\textquoteright}s and travellers{\textquoteright} cost components. Using these, a nonlinear programming optimisation model is formulated to minimise the total user cost subject to the agency{\textquoteright}s nonnegative revenue constraints and passengers{\textquoteright} route choice behaviour, which is characterised as a path-size logit model. Numerical experiments are performed using a stylised network to examine the properties of the model, in which the solution is obtained by combining a brute force method that enumerates headway and fare combinations and an iterative method that determines equilibrated passenger choices. The results show that as potential demand density increases, fare and headway fluctuate and drop, while the percentage of passengers choosing to ride on flex-route transit increases. In addition, there may be an optimal maximum offset distance, which is defined as the width of the corridor to be covered by the transit system, when the potential demand density is low, leading to minimum user cost and maximum travel demand within the service area.",
author = "Rongrong Guo and Wenquan Li and Tao Liu and Yu Jiang",
year = "2024",
month = dec,
day = "31",
doi = "10.1080/21680566.2024.2389882",
language = "English",
volume = "12",
journal = "Transportmetrica B: Transport Dynamics",
issn = "2168-0566",
publisher = "Informa UK Limited",
number = "1",

}

RIS

TY - JOUR

T1 - Optimal fare and headway for a demand adaptive paired-line hybrid transit system in a rectangular area with elastic demand

AU - Guo, Rongrong

AU - Li, Wenquan

AU - Liu, Tao

AU - Jiang, Yu

PY - 2024/12/31

Y1 - 2024/12/31

N2 - Demand adaptive paired-line hybrid transit systems that integrate fixed- and flex-route transit have emerged in the last decade and attracted increasing attention because of their potential to improve accessibility for passengers. To facilitate the operation of such a hybrid transit system, this study develops a model to determine the optimal fare and headways associated with fixed- and flex-route transit along a rectangular corridor. Compared with existing literature, the novelty of this study lies in designing the fare structure while simultaneously considering demand elasticity and passenger behaviour. A continuous approximation modelling approach is employed to derive the agency’s and travellers’ cost components. Using these, a nonlinear programming optimisation model is formulated to minimise the total user cost subject to the agency’s nonnegative revenue constraints and passengers’ route choice behaviour, which is characterised as a path-size logit model. Numerical experiments are performed using a stylised network to examine the properties of the model, in which the solution is obtained by combining a brute force method that enumerates headway and fare combinations and an iterative method that determines equilibrated passenger choices. The results show that as potential demand density increases, fare and headway fluctuate and drop, while the percentage of passengers choosing to ride on flex-route transit increases. In addition, there may be an optimal maximum offset distance, which is defined as the width of the corridor to be covered by the transit system, when the potential demand density is low, leading to minimum user cost and maximum travel demand within the service area.

AB - Demand adaptive paired-line hybrid transit systems that integrate fixed- and flex-route transit have emerged in the last decade and attracted increasing attention because of their potential to improve accessibility for passengers. To facilitate the operation of such a hybrid transit system, this study develops a model to determine the optimal fare and headways associated with fixed- and flex-route transit along a rectangular corridor. Compared with existing literature, the novelty of this study lies in designing the fare structure while simultaneously considering demand elasticity and passenger behaviour. A continuous approximation modelling approach is employed to derive the agency’s and travellers’ cost components. Using these, a nonlinear programming optimisation model is formulated to minimise the total user cost subject to the agency’s nonnegative revenue constraints and passengers’ route choice behaviour, which is characterised as a path-size logit model. Numerical experiments are performed using a stylised network to examine the properties of the model, in which the solution is obtained by combining a brute force method that enumerates headway and fare combinations and an iterative method that determines equilibrated passenger choices. The results show that as potential demand density increases, fare and headway fluctuate and drop, while the percentage of passengers choosing to ride on flex-route transit increases. In addition, there may be an optimal maximum offset distance, which is defined as the width of the corridor to be covered by the transit system, when the potential demand density is low, leading to minimum user cost and maximum travel demand within the service area.

U2 - 10.1080/21680566.2024.2389882

DO - 10.1080/21680566.2024.2389882

M3 - Journal article

VL - 12

JO - Transportmetrica B: Transport Dynamics

JF - Transportmetrica B: Transport Dynamics

SN - 2168-0566

IS - 1

M1 - 2389882

ER -