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Uheldsmodeller på DTU Transport - nu og fremover

Hels, Tove

Publication date:

2011

Document Version

Også kaldet Forlagets PDF Link back to DTU Orbit

Citation (APA):

Hels, T. (Inviteret forfatter). (2011). Uheldsmodeller på DTU Transport - nu og fremover. Lyd og/eller billed

produktion (digital)

(2)

Uheldsmodeller på DTU Transport – nu og fremover

Tove Hels, ths@transport.dtu.dk

Workshop om uheldsmodeller Trafitec

29. november 2011

(3)

Emner

• ’Deskriptiv’ modellering

• Modellering af hastighed og uheld

• Disaggregeret modellering, trafikanten i centrum

• Vejtypemodellering, vejtypen i centrum

• Tidsseriemodellering, det aggregerede antal uheld pr. tidsenhed er i centrum

Uheldsmodeller Tove Hels © DTU Transport

(4)

’Deskriptiv’ modellering

1 Jan

2003 1 Jan

2004 1 Jan

2005 1 Jan

2006 1 Jan

2007 1 Jan

2008 1 Jan

2009 1 Jan

2010

study period speed

limit raised

demerit point system

introduced

before

period initial

period

first after

period second after

period

time

130 km/t på motorvejene

(5)

’Deskriptiv’ modellering

Tove Hels © DTU Transport

Uheldsmodeller

Model Variable Value Estimate Significance

Y: mean speed (km/h) X:

intercept 111.84 P<0.0001

road type 110-road: 5.72 P<0.0001

130-road: 6.70

Cph-road: ref.

month 0.04 P<0.0001

season winter: ref. P<0.0001

spring: 1.76

summer: 1.16

autumn: 1.05

period + (road type

* period)

110 road before: ref. P<0.0001 (period) P<0.0001 (road type*

period) 110 road initial: -5.27

110 road after 1: -4.23 110 road after 2: -4.56 130 road before: ref.

130 road initial: -1.19 130 road after 1: -0.45 130 road after 2: -0.35 Cph road before: ref.

Cph road initial: -4.37 Cph road after 1: -3.54 Cph road after 2: -4.52

F-value= 545.56, R-square= 0.97, N=275.

(6)

Deskriptiv modellering

Hastighedsudvikling på

110 motorveje 130 motorveje

106 108 110 112 114 116 118 120 122 124

01-01-2002 30-06-2002 27-12-2002 25-06-2003 22-12-2003 19-06-2004 16-12-2004 14-06-2005 11-12-2005 09-06-2006 06-12-2006 04-06-2007 01-12-2007 29-05-2008 25-11-2008 24-05-2009 20-11-2009

Mean speed (km/h)

Time

106 108 110 112 114 116 118 120 122 124

01-01-2002 30-06-2002 27-12-2002 25-06-2003 22-12-2003 19-06-2004 16-12-2004 14-06-2005 11-12-2005 09-06-2006 06-12-2006 04-06-2007 01-12-2007 29-05-2008 25-11-2008 24-05-2009 20-11-2009

Mean speed (km/h)

Time

før initial efter1 efter2 før initial efter1 efter2

(7)

Hastighed-uheld modellering

Tove Hels © DTU Transport

Uheldsmodeller

(8)

Hastighed-uheld modellering

Exponent in the power model Road type Variables Exponent from

Elvik (2009)

Exponent without a control group

Exponent with a control group 130

motorways PIA-1 1.6 -31.2 -71.5

PIA-2 28.0 -79.3

Injuries-1 2.2 -15.7 -61.2

Injuries-2 32.9 -83.3

110

motorways

PIA-1 1.6 10.5 6.2

PIA-2 10.2 2.4

Injuries-1 2.2 18.1 6.7

Injuries-2 -1.5 5.9

x før

efter før

efter

hastighed hastighed uheld

uheld

)

= (

Potensmodellen

(9)

Hastighed-uheld modellering

Tove Hels © DTU Transport

Uheldsmodeller

Antal uheld Vejrlig

Uheldsrisiko

Hastighed Trafikarbejde

Politikontrol

+

÷

+ +

+

÷

÷ +

÷

(10)

Uheldsmodellering

WP1

Variables for accidents modelling

WP2

Road user attitudes and behaviour

WP4

Assessing the value of accident consequences

WP3

Accidents modelling

WP5

Future traffic safety policies WP0 Management

IMPROSA

(11)

Uheldsmodellering

Tove Hels © DTU Transport

Uheldsmodeller

IMPROSA

Disaggregeret modellering, trafikanten i centrum

Vejtypemodellering, vejtypen i centrum

Aggregeret modellering (tidsserier), det

aggregerede antal uheld pr. tidsenhed er i

centrum

(12)

Uheldsmodellering unikke data

• Uheldsdata

• politiregistrerede uheld

• skadestuedata - Odense

• Landpatientregistret

• Transportvaneundersøgelsen - eksponeringsdata

• Socioøkonomiske og demografiske data på individniveau

(Danmarks Statistik)

(13)

Uheldsmodellering

Tove Hels © DTU Transport

Uheldsmodeller

Aggregeret modellering Disaggregeret modellering

Eksponerings- og risikotendenser som funktion af samfundstendenser:

• brændstofpriser, BNP, billetpriser til kollektiv trafik,…

• længde og kvalitet af vejnettet

• større ændringer i lovgivning og politikontrol

Eksponerings- og risikotendenser som funktion af individuelle variable:

• trafikantadfærd (acceptans af risiko, hastighedsvalg, biltypevalg, etc.)

• trafikantens alder, erfaring, uddannelse, etc.

Trafikmængde

Vejtype Predikteret antal uheld Vejtypemodellering

Andet

(14)

Tove Hels,

ths@transport.dtu.dk DTU Transport

Tak for opmærksomheden…

Referencer

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Copyright and moral rights for the publications made accessible in the public portal are retained by the authors and/or other copyright owners and it is a condition of

Copyright and moral rights for the publications made accessible in the public portal are retained by the authors and/or other copyright owners and it is a condition of

Copyright and moral rights for the publications made accessible in the public portal are retained by the authors and/or other copyright owners and it is a condition of

Copyright and moral rights for the publications made accessible in the public portal are retained by the authors and/or other copyright owners and it is a condition of

Copyright and moral rights for the publications made accessible in the public portal are retained by the authors and/or other copyright owners and it is a condition of

Copyright and moral rights for the publications made accessible in the public portal are retained by the authors and/or other copyright owners and it is a condition of

Copyright and moral rights for the publications made accessible in the public portal are retained by the authors and/or other copyright owners and it is a condition of

Copyright and moral rights for the publications made accessible in the public portal are retained by the authors and/or other copyright owners and it is a condition of