• 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]

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    • 2.3.2      Floating Debris
      Debris may be classified as floating (e.g. trees), non-floating or depositional (e.g. sediment) and urban (e.g. cars and mattresses). Floating debris can be further categorized as small, medium or large.
      (a) Small floating debris:  Less than 150 mm long, can include small tree branches, sticks, leaves and refuse from yards such as litter and lawn clippings and all types of rural vegetation. This type of debris can also be introduced into a stream by earlier windstorms, bank erosion, and landmass failures or from seasonal leaf falls. It is important to note that this material is available in both urban and rural catchments, and is usually available for transportation at any time.
      (b)  Medium floating debris:  Typically between 150 mm and 3 m long, consists of tree limbs and large twigs. This material is usually introduced into the flow path by channel erosion undermining riparian vegetation or through wind gusts during storms.
      (c)  Large floating debris:  More than 3 m long, consists of logs or trees, typically from the same sources as for medium floating debris. Transport and storage of this material depends on discharge, channel characteristics, the size of the drift pieces relative to the channel dimensions, and the hydraulic characteristics (depth and slope) of the system. In small and intermediate size channels, this material is not easily transported and can easily become snagged mid-stream acting as a collection point for smaller material (i.e. a debris raft or log-jam). Large floating debris is usually transported during larger floods or prolonged periods of high river-stage where the floodplain is engaged and the ability of the debris to become snagged is reduced.
      This type of debris can cause significant problems at bridge structures.
      2.3.3       Non-Floating Debris
      Non-floating debris is usually sediment of all types.
      (a) Fine sediments (silt and sand):  Typically consist of particles ranging from 0.004 to 8 mm (Standards Australia, AS-1348-2002). The deposition of the finer clay-sized particles is normally a concern in tidal areas, with lower velocities. This type of debris is either transported along the streambed as bed load or within the water column as suspended load. Such material is normally sourced from sheet and rill erosion, landslip and landmass failures, and channel erosion. Yield rates for this material can be significantly influenced by the conditions of, and changes to, a catchment due to urbanization and/or rural land use practices.
      (b) Gravels and cobbles:  Consist of rock typically ranging in size from 4.75 to 75 mm and 60 to 300 mm respectively (Standards Australia, AS-1348-2002). The source of this material may be from gully formation, channel erosion, landslips or land mass failure. Once mobilized, gravels and cobbles are primarily transported as bed load within high gradient streams. The deposition of cobbles can readily block the entrance of culverts or reduce the flow area under bridges.
      2.3.4      Urban Debris
      Urbanization of catchments introduces many different man-made materials that are less common in rural catchments and which can cause structure blockage. These include building materials, mattresses, garbage bins, large industrial containers and vehicles (Rigby and Silveri, 2001). Garbage bins can easily be washed down a street and into a stream or drainage structure, a situation made worse if a large rainfall event occurs on the same day as rubbish collection within the catchment, when bins are placed in streets for collection.
      2.4     TYPES OF STRUCTURES AND DRAINAGE SYSTEMS
      The types of structures or drainage elements affected by blockages can generally be grouped as follows:
      (a)  Bridges and Culverts:  These cross drainage structures carry roads, railways, pipelines or other infrastructure across watercourses. These structures can be affected by a number of different types of blockage mechanisms, resulting in consequences including increased flood levels, changes to stream flow patterns, changes to erosion and deposition patterns in channels, and physical damage to the structure.
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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---