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Advisor: Dr' Arif Mehmood coordinator: Dr' Ali Assi

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Title: Advisor: Dr' Arif Mehmood coordinator: Dr' Ali Assi


1
United Arab Emirates UniversityCollege of
EngineeringIndustrial Training and Graduation
project UnitGraduation Project (II)
Analyzing the Impact of Traffic Congestion
Solutions on Road Safety A Case of the
Emirates and Sheikh Zayed Road in Dubai
Advisor Dr. Arif Mehmood coordinator Dr. Ali
Assi
Ghaya Adam Al-Mannaei 200212439
Examination committee Dr. Yaser Hawas Dr. Hassan
Darwish Dr. Mohamed Al-Marzouqi
2
Outline
Problem definition
Objectives
Importance of the project
Procedure of simulation model
Relationships used from Literature review
Data collection and Analysis
Simulation model
3
Outline

Validation of the model

Conclusion
Acknowledgment
References
4
Problem definition
  • Traffic congestion and road safety are the two
    main challenges that have been faced in the field
    of transportation engineering.
  • Traffic congestion is the outcome of increase in
    the traffic volume due to increase in the
    population and economic activities.

5
Problem definition
6
objectives
  • Develop a modelling framework to illustrate the
    interaction between factors related to traffic
    congestion and road crashes.
  • Develop a simple simulation model to incorporate
    the relationships between factors related to
    traffic congestion and road crashes.
  • Analyses of the simulation model to understand
    the potential impact of change in traffic flow on
    likelihood of road crashes.

7
Project importance
8
Number of fatal road crashes on different roads
in Dubai in year 2005



9
Number of road crashes on Sheik Zayed Road
10
Procedure of simulation model
Field data
Test
Valid
Speed
Not valid
Simulation model
Traffic volume
Adjust
Number of crashes
Modelling equation
11
Relationships found from literature review
12
Data collection and Analysis
13
Selected road segments

Sheik Zayed and Emirates road in Dubai

Emirates road
Sheik Zayed Road
14
Geometric information and speed limit on Sheik
Zayed Road


15
Capacity of Sheik Zayed Road

16
Traffic volume data

17
Peak Capacity
Estimated capacity for Sheik Zayed Road.

EVA-modified mortar
SBR-modified mortar
PAE-modified mortar
18
Con.

19
Cont.

20
Speed estimation

21
Speed estimation

22
Speed estimation

23
Simulation model
24
Modelling framework

25
Development of the model

26
Development of the model
27
Development of the model
28
Development of the model
29
Outputs
30
Development of the model (outputs)
31
Development of the model (outputs)
32
Validation of the model
33
Validation of the model
34
Validation of model
  • The pattern of the crash risk and observed number
    of crashes is not consistent.
  • Observed number of crashes data is based on year
    2000 to year 2004 and the volume used in the
    model is for year 2006.

35
Validation of model
  • The model at this stage does not incorporate
    other factors responsible for affecting the
    changes in the crash risk (variation in driving
    characteristics such as age, gender, awareness
    level ).
  • Model uses assumed factors to estimate capacity,
    these factors needs more investigation based on
    empirical evidence.

36
Conclusion and recommendations
  • A modelling framework is presented that
    incorporate the interaction between different
    factors that influence road congestion as well as
    road safety.
  • A simple simulation model is developed that
    required more work to its calibration and
    validation.

37
Conclusion and recommendations
  • For future work it is suggested that the model
    should incorporate more factors and calibration
    of the model which should be based on available
    empirical evidence.

38
Acknowledgment
39
Acknowledgment
  • My deepest gratitude and appreciation to my
    project advisor Dr.Arif Mehmood for his guidance
    and support.
  • Also, I would like to thank you for serving as
    members of my final examination committee.
  • My thanks go also to the Training and Graduation
    Projects Unit, represented by the administration
    staff and my project coordinator Dr. Ali Assi for
    his helpful comments, guidance and suggestions.

40
References
  • Dominique L., Abdelaziz M.and Anna V..
    (2004).Modelling crash-flow-density and
    crash-flow- V/C ratio relationships for rural and
    urban segments. Accident analysis and prevention
    37(2005) page 185-199.
  • Kloeden C. N., McLean A.J., Moore V. M., and
    Ponte G. (1997). Travelling speed and the risk of
    crash involvement. Road Accident Research Unit
    The University of Adelaide Volume 1.
  • Navin, F.,Chow, Kanny Kawan, Thomas.Speed and
    probability of a crash. TRB Paper No.01-0532

41
References
  • Traffic accident facts in Dubai for year 2005.
    Roads and Transportation Traffic Department.
    Dubai. (2005)
  • Thomas F.Golob, Wilifred W.Recker, Veronica
    M.Alvarez. (2003). Freeway safety as a function
    of traffic flow. Accident analysis and prevention
    36(2004) pg.933-946.
  • Letty A., Ingrid van Schagen. (2005). Driving
    speed and the risk of road crashes A review.
    Accident analysis and prevention 38 (2006)
    pg.215-224

42
References
  • Xiao Q.,John N. Ivan, Nalini, Ravishanker and
    Junfeng Liu. (2002). A hierarchical Bayesian
    Estimation of non-linear safety Performance
    (Function of two-Lane Highways Using MCMC
    Modelling). TRB 2003 Annual meeting CD-ROM
  • Zhou M. and Sisiopiku V. Relationship between
    volume to capacity ratio and accident rates.
    Transportation research record 1581 pg 47-52

43
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