• 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 TWO -- [Total Page(s) 6]

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    • Estimating the impacts of blockages in a design event requires consideration of the following issues on a site-by-site basis for different storm probabilities or average recurrence intervals:
      (a) The quantity and type of debris that would reach the structure in the design event.
      (b)  The type, location, porosity and timing of a blockage at the structure, and the likely extent and coincidence of such blockages across the catchment.
      (c) The impacts of likely blockage mechanisms on the hydraulic behavior of the structure, particularly in regard to changes in flood levels and discharges both at the structure and in adjacent water courses if blockage could cause or modify flow diversions.
       (d) The impacts of likely blockage on the catchment, community assets, and public safety.
      (e) The environmental impact of blockage, such as interference to fish passage.
      When considering the likely impacts of debris blockage on major waterway structures such as bridges, canal and larger culverts, appropriate analysis should also be made of the following matters:
      (i) The consequences of blockages in excess of the adopted level.
      (ii) The consequences of flow in excess of the adopted design discharge.
      (iii) The likelihood and consequences of damage to the structure as a result of blockage.
      2.6.2      Hydraulic Impacts
      Waterway structures are designed to convey water at both high and low flows and the blockage of these structures can significantly reduce their capacity. The most common impact of this reduced capacity is an increase in flood levels upstream of the structure, which may cause anything from nuisance flooding to the inundation of public and private structures. If the blockage affects low flows, the increase in water level may be relatively small, but water will tend to pond for long periods, causing environmental concerns. At high flows, a partial blockage of the structure can cause increased flow velocities leading to increased channel erosion and/or damage to the structure or adjacent infrastructure. Such conditions can also increase the hazard to pedestrians and traffic as a result of increased overtopping flow depths and velocities.
      2.6.3     Economic Impacts
      Financial impacts are usually very important and can usually be measured more accurately than many of the other impacts. These impacts include direct physical damages as well as indirect costs such as those associated with traffic delays. Even if there is no clear physical damage, the indirect costs associated with traffic inconveniences or nuisance flooding may be significant.
      2.6.4     Social Impacts
      It is noted that whilst floods may not be the most costly in terms of financial loss, they are the most costly in terms of loss of life and injury. There are also social impacts, including the stress suffered by residents and businesses affected by debris-induced flooding. The blockage of storm water inlets causes pounding on roads potentially resulting in traffic delays as well as inconvenience to pedestrians.
      2.6.5      Environmental Impacts
      Blockages and resulting changes in flow patterns can affect the environment in one of several ways. Blockages may cause pounding along flow paths close to the inlets of drainage systems or culverts. This pounding may persist for long periods causing health concerns such as those arising from breeding of mosquito and biting insects.
  • CHAPTER TWO -- [Total Page(s) 6]

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    • 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 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 FOUR - [ Total Page(s): 8 ]CHAPTER FOUR4.0    DATA PRESENTATION AND ANALYSIS OF RESULT4.1     Introduction This chapter focuses on the presentation and analysis of data obtained from the research observations and questionnaires. The data collected from the respondents and field study was presented in order to achieve the objectives of this research project. 4.2     Results from questionnaires Questionnaires were administered to the engineers in Ilorin west government council and Bitto Nigeria Ltd. Another questi ... 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---