• Investigation Into The Causes Of Blocked Drainage, Canal And Culvert In Ilorin-west Local Government Area
    [A CASE STUDIES OF AGBO-OBA, OJA-TUNTUN AND SAWMILL]

  • CHAPTER FOUR -- [Total Page(s) 8]

    Page 3 of 8

    Previous   1 2 3 4 5 6 7    Next
    • Appropriateness of the drainage system                         The engineers’ indicated that the drainage system provided for some area in Ilorin-west local government road was inadequate and therefore inappropriate. The magnitude of the water from the surrounding the area in which the road is situated was overlooked during design. They also indicated that studies that were carried out before designing the road were not sufficient to satisfactorily ascertain the amount of water that would cross the road at a point in time and therefore the design lacked capacity to adequately drain the runoffs which hindered debris causing the drainage, canal and culvert to block during the storm.    However, poor workmanship (seen through poorly worked stone pitching, embankment, non channelized drainage and gabions) by the contractor during construction and poor maintenance also contributed to the drainage problems in Ilorin west local government drainage, canal and culvert system.
      State of the drainage facilities
      The engineers were in consensus that the drainage facilities were in a poor state and therefore needed action with immediate effect. The works department in charge of Ilorin west local government road reported that the authority carried out inspection of the road and its drainage facilities yearly but that emergency inspection was carried out when a problem occurred to ascertain its extent and to carry out required action.
      Bitto consultants have carried out a study on the effect of blocked drainage system on the surrounding environment. They both agreed that though there was need for the removal of debris, redesigning and reconstruction of the drainage system, there was also need to carry out maintenance on the existing drainage facilities to increase their efficiency and effectiveness. They reported that redesigns and reconstruction have not been implemented, due to lack of resources and commitment by the government. Farming practices in the area according to the engineers cannot be blamed for the erosion of the road and drainage features but instead the small capacity of the drainage system provided.
      The damage on the road was severe especially in May 2012 when some parts of the road were washed away. This showed the dangers that motorist were exposed to and therefore necessitated a move to correct the drainage system. Combined system was specifically cited as the appropriate drainage system, however; separate system, open channel system and subsurface drainage system were also recommended by the engineers for the different parts of the road. The engineers responded that it is not with enough capacity to satisfactorily drain away water during a heavy downpour.
      4.2.2          Results from questionnaire type two: Response from the respondents and road users
          The analysis of result collected from the questionnaire in Agbo-Oba, Oja-Tuntun and Sawmill.


  • CHAPTER FOUR -- [Total Page(s) 8]

    Page 3 of 8

    Previous   1 2 3 4 5 6 7    Next
    • ABSRACT - [ Total Page(s): 1 ]ABSTRACTDrainage is an essential component of road construction. In most designs of the road, the first thing to be put in place is drainage system. The presence of blockage in drainage system tends to reduce the carriage capacity of drainage and thereby affect life span of the road. The research employed a research survey in order to obtain the information that would describe the causes of blocked drainage, canal and culvert in Ilorin-west local government road and its effect on the surrounding ... Continue reading---

         

      APPENDIX A - [ Total Page(s): 3 ]APPENDIX ... Continue reading---

         

      LIST OF TABLES - [ Total Page(s): 1 ]LIST OF TABLESTable                               Title                             4.1    Response rate in rate in Agbo-Oba, Oja-Tuntun and Sawmill 4.2    Number of years spent by the respondent rate in Agbo-Oba, Oja-Tuntun and Sawmill  4.3    Possible causes of the blockage in Agbo-Oba, Oja-Tuntun and Sawmill       4.4    Control of blocked drainage, canal and culvert    ... Continue reading---

         

      LIST OF PLATES - [ Total Page(s): 1 ]APPENDIXS (LIST OF PLATES) Plate                     Title                       1.0    Drainage blockage along Agbo-Oba road       2.0    Drainage blockage along Sawmill road     3.0    Drainage blockage along Oja-Tuntun, kuntu area   ... Continue reading---

         

      LIST OF FIGURES - [ Total Page(s): 1 ]LIST OF FIGURESFigure                     Title   4.1     Consideration for hydraulic design      4.2     Years spent by the respondent    4.3     Frequency of road usage by road users   4.4     The possible cause of the blockage   4.5     Control measure in Agbo-Oba, Oja-Tuntun and Sawmill   ... Continue reading---

         

      TABLE OF CONTENTS - [ Total Page(s): 1 ]TABLE OF CONTENTSTitle page    Declaration  Certification  Dedication  Acknowledgement  Abstract  Table of Contents  List of Tables   List of Figures  Appendix (List of plates)   CHAPTER ONE1.0     Introduction  2.0     Statement of the problem   3.0    Aim and objectives  4.0    Justification  5.0    scope of the study  6.0    Description of the project area   7.0    Research methodology  CHAPTER TWO2.0    Literature Review   2.1    Introduction ... Continue reading---

         

      CHAPTER ONE - [ Total Page(s): 2 ]CHAPTER ONE1.0        INTRODUCTION    Nigeria is the most populous country in Africa. At the census of November 1991, Nigeria had 88, 514,501 with an inhabitants and a population density of 95.8 per 59 km.    The average annual growth rate between 1963 and 1991 is 1.7% (Baiye E; 1991). According to 2006 census figure, Nigeria had a population of 140 million people. The major hazard experienced in Nigeria includes flooding, erosion, deforestation, land degradation and climatic drought ... Continue reading---

         

      CHAPTER TWO - [ Total Page(s): 6 ]2.3      TYPES OF DEBRIS2.3.1     OverviewBlockages can result from a wide range of materials as outlined in Table 2.1. ... Continue reading---

         

      CHAPTER THREE - [ Total Page(s): 3 ]CHAPTER THREE3.0    METHODOLOGY3.1     INTRODUCTIONThis chapter outlines research design; research techniques adopted in this research; data collection procedures and data analysis and presentation methods. The main aim of this chapter is to outline how this study found answers to the research questions that were derived from the research problem. It looked at the data collection instruments and how those instruments were employed so as to obtain information and therefore achieve the rese ... Continue reading---

         

      CHAPTER FIVE - [ Total Page(s): 1 ]CHAPTER FIVE5.0    CONCLUSION AND RECOMMENDATION5.1     CONCLUSIONThe level of awareness of waste collection services and waste management regulations were relatively low in Abgo-oba, Oja-tuntun and Sawmil, the percentage of those who use indiscriminate solid waste disposal methods like open dumping, open burning and dumping in drainages, canal and culvert were higher. Educational status, age, gender, cost of waste collection services and the location of resident among others ... Continue reading---

         

      REFRENCES - [ Total Page(s): 1 ]REFERENCES(1.)    Barthelmess, A. and E. Rigby (2009) Quantification of Debris    Potential and Evolution of a Regional Culvert Blockage Model, H2009-32nd Hydrology and Water Resources Symposium, Newcastle NSW,November.(2.)    Blockage during Large Storms, 9th International Conference on Urban Drainage, Portland Oregon, September 2002.(3.)    Boyd,M, E. Rigby, S. Roso, P. Silveri and A. Davis (2002) Causes and    Effects of Culvert.(4.)    Braudrick, C. and Grant, G., 2001. Tra ... Continue reading---