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UNIVERSITI TEKNOLOGI MARA

TECHNICAL REPORT

AN ANALYSIS OF TRAFFIC FLOW IN CAR FOLLOWING BY USING OPTIMAL VELOCITY

MODEL

P30S19

NURFADILAHAMIRA BINTI MAHMOD (2017554503) NUR FATIHAH NABILAH BINTI MOHD RAZEMAN (2017323167)

FARAH HANNANI BINTI AMBOK HASSANUDDIN (2017908079)

Report submitted in partial fulfilment of the requirement for the degree of

Bachelor of Science (Hons.) Mathematics Faculty of Computer and Mathematical Sciences

DECEMBER 2019

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ACKNOWLEDGEMENTS

fN THE NAME OF ALLAH, THE MOST GRACIOUS, THE MOST MERCIFUL

Firstly, we are grateful to Allah S.W.T for giving me the strength to complete this project successfully. Even though we faced a lot of difficulties in completing this project we made it through the end.

I would like to express my gratitude to our supervisor, Dr. Nor Azni Binti Shahari for everything especially in helping and assisting us in the project. She made sure that we understood and completed our project on time

To our parents whom keep motivate and support us to finish our final year project for this semester and specially thank to those who are involved in the process of working this final year project.

Lastly, thanks to each of us for giving much effort and time in finishing the project.

II

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TABLE OF CONTENTS

ACKNOWLEDGEMENTS ... ii

TABLE OF CONTENTS ... iii

ABSTRACT ... vi

1. INTRODUCTION ... 1

PROBLEM ST A TEMENT ... 2

OBJECTIVES ... 2

SIGNIFICANT OF THE STUDY ... 2

2. BACKGROUND THEORY AND LITERATURE REVIEW ... 4

2.1 Background Theory ... 4

2.2 Literature Review ... 6

3. METHODOLOGY ... I 0 3.1 Set up the Ordinary Differential Equations (ODE) of Optimal Velocity Model . ... 10

3.2 Reduction of order ... 11

3.3 Implementation of Runge Kutta Fehl berg method (RK45) ... 15

4. RESULTS AND DISCUSSION ... 17

5. CONCLUSIONS AND RECOMMENDATIONS ... 33

REFERENCES ... 36

APPENDIX A ... 38

A. I Traffic Model Code ... 38

A. l. l Traffic Model Equation Code ... 38

A.1.2 Runge-Kutta for Stopped Object and One Car ... 38

A.1.3 Runge-Kutta for a Clear Road in Front of the Car ... 39

Ill

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LIST OF FIGURES

Figure I: A case with a stopped object and one car ... I I

Figure 2: A case with a clear road in front of the car ... 12

Figure 3: A case with a stopped object and two cars ... 14

Figure 4: (a) Position of the car (b) Velocity of the car of case stopped object and one car ... 17

Figure 5: (a) Position of the car (b) Velocity of the car with different value of vmax and a= l ... 18

Figure 6: (a) Position of the car (b) Velocity of the car with and different value of a and vmax

=

4 ... 20

Figure 7: (a) Position of the car (b) Velocity of the car of case with a clear road in front of the car. ... 2 I Figure 8: (a) Position of the car (b) Velocity of the car with different value of vmax and a= l ... 22

Figure 9: (a) Position of the car (b) Velocity of the car with different value of a and vmax

=

4 . ... 24

Figure 10: (a) Position of the two cars (b) Velocity of the two cars of case with a stopped object. ... 26

Figure 11: (a) (c) Position of the two cars (b) (d) Velocity of the two cars with different value of vmax and a

=

1. ... 28

Figure 12: (a) (c) Position of the two cars (b) (d) Velocity of the two cars with different value of a and vmax

=

4 . ... 30

LIST OFT ABLE Table 1: Terms and abbreviation ... 3

Table 2: Initial condition for case I . ... 12

Table 3: Initial condition for case 2 . ... 13

Table 4: Initial condition for case 3 . ... 14

Table 5: Result of case I with maximum velocity and sensitivity of the driver. ... 17

Table 6: Result of case I with different values of maximum velocity . ... 19

Table 7: Result of case 1 with different value of sensitivity of the driver. ... 20

Table 8: Result of case 2 with maximum velocity and sensitivity of the driver ... 22

IV

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ABSTRACT

Optimal Velocity Model (OVM) is a method used by mathematicians and engineers to determine traffic flow by implementing car-following model application.

Nevertheless, the velocity of a car depends on the drivers speed and time variables.

However, the sensitivity of the driver affected the behavior of the traffic flow. The objectives are to determine the velocity and time arrivals at a certain distance by using Initial Value Problem (IVP) and to compare the maximum velocity and the sensitivity of the driver by using OVM. The equation of Optimal Velocity is solved by numerical method which is Runge Kutta Fehlberg (RK45). Mathematical formulation for each car following model being modified based on the case model such as case of a car with a stopped object, case with a clear road in front of the cars and case of two cars with a stopped object. Optimal velocity will achieved when the car arrived at certain time with different maximum velocity and the sensitivity of the driver.

VI

Referensi

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