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(1)

Yufei Yuan, Adam Pel and Serge Hoogendoorn

24 June 2014 Shanghai, China

Driving behaviour transition during evacuation

and its impact on traffic flow operations

(2)

2 | 20 Joint Chinese-Dutch Seminar

Contents

Introduction

• Background information & main focus

Methodology

• OTSim platform and the driving models

• Transition variable definition (A T P)

• Travel behaviour choice

Experiment setup Result discussion

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Introduction

Control vs. Evacuees’ behaviour

• Pre-trip choice & On-trip routing and driving

Normal situation vs. Emergence/evacuation situation

a ↑, b ↑, vfree ↑, Tmin ↓.

Driving behaviour transition during evacuation?

• Traffic flow, road capacity, travel time, performance…

Heterogeneous behaviour at evacuation transition phase

vs. traffic flow operations

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Methodology

An open-source traffic simulation platform

Why Open Traffic Simulator (OTSim)?

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Why a new

transport model environment?

Supply of model packages: a great variety in commercial

models, offering a lot of methods, approaches and tastes

User groups: consultants, public authorities, road management

organizations, automotive-, ICT/ITS industry, service providers and researchers

Problem: current packages not always offer the desired workflow

and flexibility for academic research

Given the current supply of traffic models

Method

olo

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6 | 20

Current (academic) research practice

Code the Transport Model from scratch

 …

• Tailored to the needs • Learn by experience

… but

Large development costs

• Only small part of the code is “new”

• No attention for software quality: re-use of the code is rare

Method

olo

(7)

OTSim

― An open-source toolbox for transport & traffic research

Open-source Multi-scale Multi-modal

http://opentrafficsim.org

Implementation of a wide range of traffic simulation models:

• From microscopic, macroscopic to meta-level

• From motorized vehicles (FASTLANE, FOSIM, MOTUS),

track-bounded modes (trams, trains, buses [Busmezzo],

BRT, etc.) to pedestrian flows (Nomad).

Method

olo

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8 | 20

Middleware of OTSim

• Input data

• Traffic infrastructure

• Generation of traffic demand • Graphical Edit/view

• Network objects • Output

• Generating output data

(q/k/v contour plots, trajectory plot, log file for vehicle generation and destruction)

Interfaces of network,

model, visualization…..

And utilities

Method olo gy

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Micro-level: MOTUS simulation

Method

olo

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10 | 20

Micro-level: MOTUS simulation

IDM model (extension):

LMSR model: 3 desire to follow a route (

d

r), to gain speed

(

d

s), and to keep right (

d

b)

2 * 0 * 0 min min 1 ,1 2 δ                         dv v s a dt v s v v s s v T a b

θ     ij ij ij ij ij r v s b d d d d Method olo gy

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Transition variable definition

Activation level (A): driving behaviour (gradually or suddenly) transforms from “normal” to “emergencies” [0, 1]

Transition time (T): time to reach full/targeted activation level Penetration rate (P): share of activated drivers in the total

population [0, 100%]

Method

olo

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12 | 20

Travel behaviour choice

• Short/no notice evacuation strategy

(one super-destination)

• Predefined route sets

• Shortest path algorithm

(

link-penalty-based route choice

, logit model)

Method

olo

(13)

Experiment setup

• Sensitivity analysis regarding transition variables

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14 | 20

Experiment setup

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Experiment setup

Simulation scenarios

with different testing levels of transition variables

T (s) A P (%) Reference 0 0 0 Testing levels 0 0 0 600 0.33 33 1800 0.66 66 3600 1 100 7200

Several simulation runs with different random seeds to count for the effect of variability.

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Result discussion

• Driving behaviour influencing factors

Evacuation time

Penetration of aggressive drivers Evacuation information, etc.

• Traffic control via information dissemination

VMS,

in-car devices,

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Conclusion and future research

1. Driving behaviour transition successfully modelled in

OTSim

2. Three transition variables: activation level, activated driver penetration, and transition time.

3. Improving performance with A↑, P↑, T↓.

• Traffic control: information dissemination with VMS, in-car

devices, speed-limit control

• Only explicitly adjust longitudinal driving parameters

(acceleration, deceleration, free-flow speed, desired time headway)

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20 | 20

Thank for your attention!

Questions?

Remarks?

Want to know more or provide feedback?

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