• Determination Of Headway And Average Travel Speed Of Vehicles
    [Case study of post office-Kwara State Polytechnic permanent Site Car park Road]

  • CHAPTER ONE -- [Total Page(s) 2]

    Page 1 of 2

    1 2    Next
    • CHAPTER ONE
      1.0    INTRODUCTION
      The determination of headway and average travel speed on a road network cannot be over emphasized as concerns the transportation. Headway and average travel speed are among the imperative parameters to be mentioned in the consideration of traffic flow. The efficient evaluation of headway and average travel speed is important for their contribution to the effectiveness of road network functionality therefore adequate management practices are needed.
      Headway is a measurement of the minimum possible distance or time between vehicles in a transit system. It is commonly measured as the distance from the tip of one vehicle to the tip of next one behind it, expressed as the time it will take for the tracing vehicle to cover that distance.
      Headway is a key input in calculating most overall route capacity of any transit system e.g the route of Ilorin post office to the permanent site of Kwara state polytechnic Ilorin.
      Headway spacing is selected by various safety criteria, but the basic concept remains the same – leave enough time for the vehicle to safety stop behind the vehicle in front of it.
      The safety stop criteria has a non obvious solution, however, if a vehicle follow immediately behind the one in front, the vehicle in front simply cannot stop quickly enough to damage the vehicle behind.
      1.1     STATEMENT OF THE PROBLEM
      There are parameters that contributes traffic flows which headway and vehicle average travel speed are among - the determination and proper management of headway and average travel speed is hereby important as the improper management of road traffic flow cause lots of hindrance in transportation and also affects the populace in their day- in- day-out activities.
      When the number of traffic is dense, there tends to be a traffic jam which can definitely maximize the time spent by the motorist or other road users to get to their various destination. As the number of vehicle tends to rise at a particular point on a road channel, it brings about the flow density being extremely large and this may affect the normal spacing (headway) in between the vehicles that are present on that road channel. The speed of vehicle is also affected by high volume of vehicles present at a point on a given road E.g. post office to Kwara State- Polytechnic permanent site as the driver can only make use of the space available for them.
      1.2     AIM OF THE PROJECT
      The aim of this project is to determine the headway and average travel speed of vehicle on the Post office-Kwara State Polytechnic permanent site car park  road.

  • CHAPTER ONE -- [Total Page(s) 2]

    Page 1 of 2

    1 2    Next
    • ABSRACT - [ Total Page(s): 1 ]ABSTRACTSince it is compulsory that people and goods move from one part of the country to the other or within particular defined regional area, the facilities used for this purpose need to be well planned, designed and constructed. Inadequate and unplanned traffic control constitute a lot of problems resulting in delay, congestion, immobility to uneasy access to transport etc. This project is to determine the headway and average travel speed of vehicles (Case study of post office- Kwara State Po ... Continue reading---

         

      LIST OF TABLES - [ Total Page(s): 1 ]LIST OF TABLESTable            Title                                     3.1     The table below shows the Analysis of Different Travel Time of Vehicles for the Determination of Their Headways.3.2    Vehicle Composition for Both Direction on Monday 1st May, 2017 at Post Office – Maraba Road.  3.3    Vehicle Composition for Both Direction on Monday 2nd May, 2017 at Post Office – Maraba Road.3.4    Vehicle composition for both Directio ... Continue reading---

         

      TABLE OF CONTENTS - [ Total Page(s): 1 ]TABLE OF CONTENTSTitle page   Declaration  Dedication  Acknowledgement     Abstract   Table of content   List of Table   CHAPTER ONE 1.0    Introduction    1.1     Statement of the Problem  1.2     Aim of the Project    1.3    Objectives of the Project   1.3          Methodology   1.4    Scope of the Project    1.5     Justification of the Project   CHAPTER TWO2.0    Literature Review   2.1    Introduction    2.2    Delay Studies ... Continue reading---

         

      CHAPTER TWO - [ Total Page(s): 15 ]CHAPTER TWO2.0    LITERATURE REVIEW2.1    INTRODUCTIONThis chapter deals with the literature aspect, of this project deal mostly to the review of work done earlier in such aspects in order to assist in the planning and execution of this project.2.2    DELAY STUDIES Delay is the time lost to travel due to traffic frictions and traffic control devices. It is usually express in seconds or second per vehicle delay information is recorded when the traffic flow is stopped or greatly impeded. ... Continue reading---

         

      CHAPTER THREE - [ Total Page(s): 9 ]The formular used in the data collected for traffic delay studies is given by.T=Nt/Vwhere;T=Average travel time N=Total density of trafficV=Time volume of vehicle counted.  ... Continue reading---

         

      CHAPTER FOUR - [ Total Page(s): 3 ]Average daily traffic volume for afternoon.from the table,the average traffic volume is calculated for afternoon as:- ... Continue reading---

         

      CHAPTER FIVE - [ Total Page(s): 1 ]CHAPTER FIVECONCLUSION AND RECOMMENDATION5.1    CONCLUSION In the analysis of the result, having considered the Headway and Average time taken for vehicle to cover the distance of post office to Kwara state polytechnic permanent site road. It can be infer that the headway between different commercial vehicles traversing the road is steady due to the time interval of parking analyzed in the table. When there is high influx of people e.g students, the headway between two vehicles tends to be mi ... Continue reading---

         

      REFRENCES - [ Total Page(s): 1 ]REFERENCESA.E. Radwan, S. Kalevela Investigation of the effect of change invehicular characteristics on highway capacity and level of service, Transportation research record, transportation research board, vol. 1005, National Research Council, Washington (DC) (1985) P. 65–71Adeoti, K.A. (2012): Lecturer note on Traffic Engineering, Department of Civil Engineering. Kwara State Polytechnic, Ilorin.D.L. Harkey, H.D. Robertson, S.E. Davis Assessment of current speed zoning criteria, Transport ... Continue reading---