T TNO Human Factors Driving behaviour effects of the Chauffeur Assistant Jeroen Hogema.

31
t TNO Human Factors Driving behaviour effects of the Chauffeur Assistant Jeroen Hogema

Transcript of T TNO Human Factors Driving behaviour effects of the Chauffeur Assistant Jeroen Hogema.

Page 1: T TNO Human Factors Driving behaviour effects of the Chauffeur Assistant Jeroen Hogema.

tTNO Human Factors

Driving behaviour effects of the Chauffeur Assistant

Jeroen Hogema

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Overview

• Background• Method

• TNO driving simulator• Simulating the CA• Experimental design

• Results• Conclusions

• consequences for traffic simulation model

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Dutch Evaluation of the Chauffeur Assistant (DECA)

• Chauffeur Assistant • Adaptive Cruise Control• Lane Keeping System

• Follow-up of Lane Departure Warning Assistant FOT

• Transport Research Centre (TRC) • Ministry of Transport, Public Works, and Water Management

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Chauffeur Assistant: Questions

Individual driver level• driving behaviour• workload• acceptance

traffic flow level• traffic performance• safety indicators

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DECA

DRIVING SIMULATO

R behaviour

TNO

MIXIC

interpretationreport

MIXIC simulation

s

TRC

workload

acceptance

driver

CA

CA

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Method – Driving simulator

• visual• audio• steering

force• motion

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Method – Driving simulator• DAF 95XF lorry• Mass 20500 kg (fully loaded)• Maximum engine power: 350

kW

• Parameter set from DAF trucks

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Method – Simulating the CA

• Adaptive Cruise Control

DC specifications• Distance law for car-following

• Dref = 6.0 + 1.3 * v• Dref = ACC's intended following distance (m)• v=current speed (m/s)•

• Braking: max. -3 m/s2

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Method – Simulating the CA• ACC controller

• structure from earlier work

• parameters from recent ACC work by TNO Automotive

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Method – Simulating the CA

ACC reference scenarios• approaching• braking lead car• accelerating lead car• cut-in

Dynamic behaviour of• reference model• driving simulator CA• MIXIC CA

0 10 20 30 40 50 6020

21

22

23

spee

d (m

/s)

Scenario 3

DS ref

0 10 20 30 40 50 6010

20

30

40

dist

(m

) DS ref

0 10 20 30 40 50 60-2

-1

0

1ac

c

time (s)

DS ref

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Method – Simulating the CA

LKS• noise added to obtain realistic servo

performance• SDLP about 10 cm

0 50 100 150 200 250 300-0.2

0

0.2

y (m

)

Scenario 101

0 50 100 150 200 250 300-0.5

0

0.5

fi(de

gr)

0 50 100 150 200 250 300-1

0

1

2

dels

(deg

r)

time (s)

lateral position,heading angle

wheel angle state

vehicle

gear ratio

delta_ref

control loader

Noise

. steer.whl.angle

LKS

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Method - Experimental design (1)• with vs without CA• traffic volume

• low (3400/u) • high (6000/u)

• 3-lane motorway, 3.5 m wide lanes

ACC headway• Dref = 6.0 + tk * v

• tk = 1.0 – 1.3 – 1.6 s

• 1 preferred setting selected by each driver prior to experiment

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Method - Experimental design (2)

Scenarios• car-following (overtaking possible)• braking lead car

• 3 m/s2

• 4 m/s2

Subjects• 18, professional truck drivers• at least 5 years 'groot rijbewijs'• age between 25-55• paid for their participation

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Human Machine Interface

• driver turns CA turns on/off • switches• brake pedal

• driver sets ACC speed• buzzer at maximum

braking

display• ACC set speed on

speedometer• symbol: headway

control or speed control

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Results – preferred CA time headway

1.0 s 1 x1.3 s 8 x1.6 s 9 xTotal 18 x

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Results – SD lateral position

• effect of CA

low vo lume high vo lume

without with

C A

0.0

0.1

0.2

0.3

0.4

0.5

SD

LP

(m)

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Results – Time to Line Crossing

• effect of CA

low vo lume high vo lume

without with

C A

2.0

2.5

3.0

3.5

4.0

TL

Cm

in (s)

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Results – close following

• effect of CA

low vo lume high vo lume

without with

C A

0

1

2

3

4

5

% T

HW

< 1

s

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Results – lane change frequency

• effect of CA on edge of marginal significance [p<.11]

low vo lume high vo lume

without with

C A

5

6

7

8

9

lan

e ch

an

ge

s (/15

min

)

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Braking lead car: lane change response

CA Changes lanewithout 37 out of 103 36%with 17 out of 107 16%

lane change reaction of subject

Fewer lane changes with CA

decel. Changes lane3 m/s^2 26 out of 127 20%4 m/s^2 24 out of 67 36%

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Braking lead car: braking response

leader decel. subject max. dec.3 m/s^2 3.5 m/s^24 m/s^2 4.3 m/s^2

braking reaction of subject

lower deceleration levels with CA

CA subject max. dec.without 4.3 m/s^2with 3.5 m/s^2

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Results – mental effort

• Rating Scale of Mental Effort• effect of CA

without with

C A

30

40

50

60

70

RS

ME

somewhat

ra ther

high vo lume low vo lume

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Acceptance (1)

 Mean Std.Dev.

useful-useless 1.2 0.7

pleasant-unpleasant 1.3 0.9

good-bad 1.1 0.8

nice-annoying 0.9 1.1

effective-superfluous 1.1 0.9

likeable-irritating 1.3 0.7

assisting-worthless 1.4 0.8

desirable-undesirable 1.2 0.9

raising alertness-sleep inducing-0.2 1.1

• -2..2 scales:

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Acceptance (2)

Underlying variables

• USEFULNESS: + 0.93• SATISFACTION: + 1.10

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Summary of results (1)

With Chauffeur Assistant…

• reduced SD of lateral position

• higher Time to Line Crossings

• less short time headways

• reduced Mental Effort• (fewer changes with

CA?)

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Summary of results (2)• Acceptance: positive

• except “sleep-inducing”

Lane changes• fewer changes with CA?

Braking lead car• fewer lane changes with

CA• less critical behaviour

with CA (maximum deceleration, minimum TTC)

No effects on:• mean, s.d. speed• lane use (% right

lane)• mean lateral position• mean time headway

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Chauffeur Assistant in MIXIC

driver vehicle

CA

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Chauffeur Assistant in MIXIC

DRIVER

VEHICLE

CA

car following

free driving

lane change model

LATERAL

LONGITUDINAL

settingstransitions

CA

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MIXIC driver model

Driver – CA• CA settings

• CA reference speed = driver’s intended speed• CA reference headway: 50% 1.3 s; 50% 1.6 s

• CA off when:• CA is braking hard AND driver would brake harder• starting lane-change manoeuvre

• CA on when:• “possible”

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MIXIC driver model

Lane change behaviour• small effects• nature of effects unknown

• tactical level: avoid getting 'stuck' in car-following in a 'slow' lane

• driver-state related: reduced alertness, complacency, less 'active' driving

• => no changes in lane change model

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Conclusions

• Behaviour• Workload effects in line with ACC or LKS

research• Acceptance

}Chauffeur Assistant – ACC + LKS:

contribution of ACC and LKS unknown

Minor modifications to MIXIC->driver->ACC model