Traffic disruption modelling with mode shift in multi-modal networks Dong Zhao1 Adriana-Simona Mih ait a1 Yuming Ou1 Sajjad Shafiei2 Hanna Grzybowska3 Kai Qin2 Gary Tan4 Mo Li5and Hussein Dia2

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Traffic disruption modelling with mode shift in multi-modal networks
Dong Zhao1, Adriana-Simona Mih˘
ait¸˘
a1, Yuming Ou1, Sajjad Shafiei2, Hanna Grzybowska3,
Kai Qin2, Gary Tan4, Mo Li5and Hussein Dia2
Abstract A multi-modal transport system is acknowledged
to have robust failure tolerance and can effectively relieve urban
congestion issues. However, estimating the impact of disruptions
across multi-transport modes is a challenging problem due to
a dis-aggregated modelling approach applied to only individual
modes at a time. To fill this gap, this paper proposes a new
integrated modelling framework for a multi-modal traffic state
estimation and evaluation of the disruption impact across all
modes under various traffic conditions. First, we propose an
iterative trip assignment model to elucidate the association
between travel demand and travel behaviour, including a
multi-modal origin-to-destination estimation for private and
public transport. Secondly, we provide a practical multi-modal
travel demand re-adjustment that takes the mode shift of the
affected travellers into consideration. The pros and cons of
the mode shift strategy are showcased via several scenario-
based transport simulating experiments. The results show that
a well-balanced mode shift with flexible routing and early
announcements of detours so that travellers can plan ahead
can significantly benefit all travellers by a delay time reduction
of 46%, while a stable route assignment maintains a higher
average traffic flow and the inactive mode-route choice help
relief density under the traffic disruptions.
Index Terms multi-modal transport, traffic states estima-
tion, disruption modelling, incident impact analysis, mode shift
I. INTRODUCTION
A. Background and motivation
Resilient cities have recently embraced a fully-connected
multi-modal transport network that gives travellers more
freedom when choosing when, where and how to travel.
However, multi-modal urban environments are also vulner-
able due to the lack of tolerance against an ever-growing
population, an expanding travel demand, a high private
car ownership, deficient transport design, inadequate traffic
control and flawed travelling or driving behaviour [1].
To improve the efficiency of the transport system at a large
scale, the encouragement of a travel behaviour change and
active mode shift is an encouraging option studied recently
[2]. Many other research studies reinforce this initiative by
providing substantial evidence via data-driven, or simulation-
based approaches [3], [4], [5]. The data-driven approaches
capture the real traffic behaviour before and after disrup-
tions, and some applications are used in programs such as:
INPHORMM, TAPESTRY or Travel Smart [6]. Other early
1University of Technology Sydney, Ultimo, NSW 2007, Australia. Cor-
responding authors contact: Dong.Zhao@student.uts.edu.au
2Swinburne University of Technology, Hawthorn, VIC 3122, Australia
3Data61, CSIRO, Eveleigh, NSW 2015, Australia
4National University of Singapore, Singapore
5Nanyang Technological University (NTU), Singapore
studies revealed the value of public transport by investigating
the change of traffic states (e.g. section flows, traffic volumes
or travel times) and proposed an entire public transport
service removal when massive public transport disruptions
occur or when service is suspended [7], [8]. Few studies
that consider a simulation approach mention that the change
in the level of congestion before and after the removal
of public transport services would clarify the significance
of public transport [9]. More recently, the unprecedented
COVID-19 pandemic has heavily modified the travel demand
and provided evidence with regards to the impact of traffic
demand across all mode shifts in a city [10].
Challenges: All previous studies solve the mode choice
problem before departing, and most publications provide
modelling methods from a macroscopic or a mesoscopic
level based on a statical analysis. There is little research
into investigating the benefits of an active mode shift from a
dynamic microscopic perspective and its impact when traffic
disruptions occur. A significant gap is present due to the lack
of data regarding the impacted demand under incidents and
active mode shifts. Some studies rely on surveys or a stated
preference obtained ahead of trips to obtain the number of
impacted travellers or the number of mode and route shift
[11], [12]. However, we emphasise identifying the impacted
origin-to-destination (OD) trips affected by disruptions in a
simulating model, and the change of mode and route choice
that leads to a demand change is employed for evaluating
the impact on network performance in our work.
Apart from the lack of data, quantifying the impact of
disruptions is also a major challenge; some research studies
have analysed the change of trip-based mean delay, mean
speed [13] or travel time [9]. However, such indicators can
hardly differentiate the impact from the general traffic (e.g.
recurrent congestion) or from traffic control strategies. To
address this issue, we work across several indicators versus
baseline conditions in order to evaluate the efficiency of the
proposed ones.
Another major challenge of dynamically simulating the
mode shift is the lack of dynamic demand data and the
method of integrating the OD estimation across different
transport modes in order to identify the impacted trips. Most
previous research studies only consider a single-mode [14],
while some research studies model car-based transportation
versus public transportation differently [15]. Extensive ev-
idence considers the OD estimation from a total genera-
tion and attraction data based on the gravity model. This
method has been largely developed with the improvement of
mathematical, analytical and computational skills. However,
arXiv:2210.06115v1 [physics.soc-ph] 12 Oct 2022
Fig. 1: Framework of our proposed multi-modal transport network modelling under disruptions.
the large potential of the gravity model approach in the
transport field has not yet been fully explored, as most
research studies attempted to investigate the OD matrix for
a single transport mode, mostly cars. There is still a need
to consider the influence of other transport modes when
mode splitting and trip assigning under a multi-modal public
transport environment. The challenge of integrating the OD
matrices of various public transport modes with that of
private vehicles is still unsolved.
B. Paper Contributions
In this paper, we propose an integrated modelling approach
comprised of multiple stages, from the data selection and
filtering to the origin-to-destination estimation modelling
across multiple modes, down to a dynamic assignment and
microscopic simulation modelling aimed at evaluating the
impact of disruptions across multiple modes. Finally, we
propose a mode shift impact modelling to evaluate the best
mitigation strategies and employ different disruption impact
indicators such as delay time, flow, density and travel time
for identifying the impacts.
Another important contribution represents the investigation
of the mode shift behaviour according to dynamic traffic
states; more specifically, we provide a method to examine
the change in traffic states and the travel costs due to mode
and route shifts under traffic disruptions. We model the
decision-making en-route and the mode choice relies on
an iterative traffic assignment; this means that, for those
flexible travellers, the route choice is modifiable during
their travelling, and the decision-making is more appealing
than those travellers who are loyal to the initial routing
plan. To summarise, the main theoretical and methodological
contributions of this paper are:
an integrated OD estimation modelling framework for
multi-modal transport networks,
a suitable spatial-temporal disruption impact modelling
via a multi-modal transport simulation approach,
a dynamic traffic assignment model that simulates the
mode shift behaviour via a dynamic demand adjustment,
an analytic method regarding the mechanism of mode
shift as well as its impact under traffic disruptions.
This paper is organised as follows. In Section II, the dy-
namic trip assignment model is discussed, and the details of
the integrated OD estimation is highlighted in Section II-B,
followed by the methodology of traffic disruption modelling
and the procedures for determining the spatial-temporal
impact of traffic disruptions in Section II-C. The model for
mode shift and impacted trips identification are included in
Section II-D. The application of the proposed methods to a
real network is presented in Section III and the results of
the case study are demonstrated in Section IV. Finally, the
research conclusion and the future directions are provided in
Section V.
II. METHODOLOGY
A. Modelling framework
Fig. 1 showcases our proposed modelling framework
for evaluating the impact of disruptions across multi-mode
transport networks. The framework consists of three stages:
at Stage 0 we collect, filter and aggregate all the input
data-sets (such as traffic flow counts, traffic control plans,
incident logs, etc.); at Stage 1 we propose a multi-modal
demand estimation modelling with the purpose of obtaining
an integrated multi-modal OD demand matrix (see details
in Section II-B); at Stage 2 we further propose a dynamic
trip assignment and demand refinement based on the impact
of transport disruptions (as explained in Section II-C), and
finally, at Stage 3 we construct various mode and route shift
strategies and their impact on the traffic congestion, as further
described in Section II-D.
B. Integrated multi-modal OD estimation (Stage 1)
The multi-modal transport system is firstly modelled by
implementing a four-step demand estimation model but
摘要:

Trafcdisruptionmodellingwithmodeshiftinmulti-modalnetworksDongZhao1,Adriana-SimonaMih ait¸ a1,YumingOu1,SajjadShaei2,HannaGrzybowska3,KaiQin2,GaryTan4,MoLi5andHusseinDia2Abstract—Amulti-modaltransportsystemisacknowledgedtohaverobustfailuretoleranceandcaneffectivelyrelieveurbancongestionissues.Howe...

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