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Published in: Transportation 2/2021

04-12-2019

Simulation-based joint optimization framework for congestion mitigation in multimodal urban network: a macroscopic approach

Authors: Takao Dantsuji, Daisuke Fukuda, Nan Zheng

Published in: Transportation | Issue 2/2021

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Abstract

Travel demand management (TDM) is an important measure that will aid in the realization of efficient and sustainable transportation systems. However, in cities where the most serious traffic congestion occurs, implementation of a single TDM measure might not be enough to reduce congestion, because the congestion mechanism in this case is highly complex and involves different transportation modes interacting with each other. Implementation of multiple TDM measures has rarely been discussed in the literature. Therefore, in this study, we propose a simulation-based joint optimization framework composed of dedicated bus lanes and vehicular congestion pricing. The objective of the optimization process is to minimize the congestion cost based on an advanced macroscopic flow theory called the multimodal macroscopic fundamental diagram (mMFD), which can capture the macroscopic traffic dynamics of multimodal transportation systems. In the proposed framework, we develop mMFD-based congestion pricing scheme and incorporate traveler’s behavioral model (i.e. joint departure time and mode choices) with the microscopic traffic simulator. We consider the Tokyo central area as a case study. The simulation results indicate that space allocation of 4.7% for the dedicated bus lanes would be optimal for Tokyo’s network, while the optimal congestion pricing scheme indicates that charges of 900 JPY between 7:30 and 8:00 AM and 300 JPY between 8.00 and 8:30 AM should be levied.

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Appendix
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Footnotes
1
We utilize the traffic engineering terminology that the upward sloping portion of the flow-density curve is “uncongested regime” and the downslope one is “congested regime”. In transportation economics, the upward one is “congested” and the downslope one is “hypercongested”.
 
2
To estimate the passenger flow, the occupancy value for cars is fixed, while for buses are dynamic. Geroliminis et al. (2014) provided an estimation method (no specific underlying behavioral model) for capturing the occupancy which is in increasing function of the dwell time (dwell time is known from the simulation).
 
3
There are two types of groups, route choice group and fixed route group. The vehicles in the fixed route group choose their routes without considering the traffic congestion they would face.
 
4
At 2018 annual exchange rate, 110.423 (JPY) = 1 (USD) according to PACIFIC Exchange Rate Service.
 
5
Six scenarios are (I) a current scenario and scenarios with (II) the current demand and no bus operation (III) 105% demand (IV) 50% time interval between buses departing (V) 25% time interval between buses departing and (VI) 10% time interval between buses departing and 80% demand. By using those, the congested regime of 3D-pMFD for the current network in Fig. 9a can be observed.
 
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Metadata
Title
Simulation-based joint optimization framework for congestion mitigation in multimodal urban network: a macroscopic approach
Authors
Takao Dantsuji
Daisuke Fukuda
Nan Zheng
Publication date
04-12-2019
Publisher
Springer US
Published in
Transportation / Issue 2/2021
Print ISSN: 0049-4488
Electronic ISSN: 1572-9435
DOI
https://doi.org/10.1007/s11116-019-10074-y

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