Comparing flood frequency analysis using annual peak rainfall data | Blazingprojects Postgraduate Thesis
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Comparing flood frequency analysis using annual peak rainfall data

 

Table Of Contents


Chapter ONE

INTRODUCTION

  • 1.1Introduction
  • 1.2Background of Study
  • 1.3Problem Statement
  • 1.4Objective of Study
  • 1.5Limitation of Study
  • 1.6Scope of Study
  • 1.7Significance of Study
  • 1.8Structure of the Research
  • 1.9Definition of Terms

Chapter TWO

LITERATURE REVIEW

  • 2.1Overview of Flood Frequency Analysis
  • 2.2Historical Perspective on Flood Analysis
  • 2.3Methods and Techniques in Flood Frequency Analysis
  • 2.4Importance of Flood Frequency Analysis
  • 2.5Applications of Flood Frequency Analysis
  • 2.6Challenges in Flood Frequency Analysis
  • 2.7Recent Developments in Flood Frequency Analysis
  • 2.8International Practices in Flood Frequency Analysis
  • 2.9Future Trends in Flood Frequency Analysis
  • 2.10Critical Analysis of Literature

Chapter THREE

SYSTEM DESIGN AND IMPLEMENTATION

  • 3.1Research Methodology Overview
  • 3.2Research Design and Approach
  • 3.3Data Collection Methods
  • 3.4Sampling Techniques
  • 3.5Data Analysis Procedures
  • 3.6Quality Assurance Measures
  • 3.7Ethical Considerations
  • 3.8Limitations of the Methodology

Chapter FOUR

SYSTEM TESTING AND EVALUATION

  • 4.1Overview of Research Findings
  • 4.2Analysis of Data Collected
  • 4.3Interpretation of Results
  • 4.4Comparison with Existing Literature
  • 4.5Discussion on Key Findings
  • 4.6Implications of Findings
  • 4.7Recommendations for Practice
  • 4.8Suggestions for Future Research

Chapter FIVE

SUMMARY, CONCLUSION AND RECOMMENDATIONS

  • 5.1Summary of Findings
  • 5.2Conclusions Drawn
  • 5.3Contributions to Knowledge
  • 5.4Practical Implications
  • 5.5Recommendations for Further Action
  • 5.6Reflection on the Research Process

Thesis Abstract

Abstract
Flood frequency analysis is a critical component of understanding and managing flood risk in various regions. This study focuses on comparing flood frequency analysis using annual peak rainfall data from multiple locations. The analysis aims to assess the differences in flood frequency estimates and associated uncertainties when using different methods and data sources. The study utilizes historical annual peak rainfall data from several gauging stations to conduct flood frequency analysis. The research employs two primary methods for flood frequency analysis, namely the Gumbel distribution and the Log-Pearson Type III distribution. These methods are commonly used in hydrology for estimating flood frequency based on historical peak flow data. The study compares the results obtained from these two methods to evaluate the impact of the distributional assumptions on flood frequency estimates. Furthermore, the research investigates the influence of data quality and record length on flood frequency analysis results. By utilizing data from multiple gauging stations with varying record lengths, the study aims to assess how the availability of data and the length of the record affect the accuracy and reliability of flood frequency estimates. In addition to comparing the results from different methods and data sources, the study also evaluates the uncertainties associated with flood frequency analysis. Uncertainty analysis is crucial for understanding the reliability of flood frequency estimates and for making informed decisions in flood risk management. The research incorporates uncertainty analysis to quantify the confidence intervals around the flood frequency estimates and to assess the robustness of the results. Overall, this study provides valuable insights into the variations in flood frequency estimates that can arise from using different methods and data sources. By comparing flood frequency analysis results based on annual peak rainfall data, the research enhances our understanding of the factors influencing flood risk assessments. The findings contribute to improving the accuracy and reliability of flood frequency analysis, which is essential for effective flood risk management and infrastructure planning.

Thesis Overview

<p> </p><div><p><strong>INTRODUCTION &nbsp; &nbsp; </strong><br><strong>1.1 BACKGROUND TO THE STUDY</strong><br>&nbsp;<br>Flood is a basic phenomenon of nature, it occurs during or immediately after an intensive rainfall or large and sudden snow-melt due to increase in temperature (in the glacial/temperate countries). Also, flood is a high water stage in which overflows its natural or artificial banks onto normally dry land such as a river inundated its flood pain. When flood spreads to area of steep slope, it accelerate the runoff, the potential energy immediately takes on an additional and high kinetic energy due to increased velocity.<br>The effects of flood on human well being range from unqualified blessings to catastrophes. The regular seasonal spring flood of the Nile River prior to construction of the Aswan high dam, for example were depends upon to provide moisture for the fertile flood pains of its delta. The uncontrolled flood of the Yantze River and the Huang Ho, have however, repeatedly wrought disaster when these rivers habitually re-chart their courses. Uncontrollable floods likely to cause considerable damage commonly result from excessive rainfall over brief period of time, as, for example the Omiyale flood of the Ogunpa river in Ibadan, Nigeria (1958, 1973 and 1980), the flood of Paris, France (1658 and 1910), of wars haw, England (1861 and1964), potentially disastrous floods may, however, also result from ice jams during the spring rise, as with the Danube, Switzerland (1342, 1402, 1501 and 1830), from storm tides such as those of 1099 and 1953 that the coast of England, Belgium, and the Netherlands; and from tsunamis, the mountainous sea waves cause by earthquakes, as in Lisbon (1755) and Hawaii, U.S.A (Hilo, 1946).<br>Flood can be measured by height, peak discharge, area inundated, and volume of &nbsp;flow, these factors are important to judicious land use, construction of protective levees and storage reservoirs, and, indirectly, the implementation of programs of soil and forest conservation to retard and absorb runoff from storm and more recently monitoring of river flow by computers using specifically designed software. The discharge volume of an individual storm is often highly variable from month to month and year to year. A particularly striking example of this variability is the flash flood, sudden unexpected torrent of muddy and sporadic rainfall: it is uncommon, of relatively brief duration and generally the result of summer thunderstorms in mountains. A flash flood can take place in a singles tributary while the rest of the drainage basin remains dry. The suddenness of its occurrences causes a flash flood to be extremely dangerous.<br>&nbsp;<br><strong>1.2 &nbsp; &nbsp;STUDY AREA</strong></p><p>Ibadan is the capital city of Oyo State and the third largest metropolitan area in Nigeria, after Lagos and Kano, with a population of 1,338,659 according to the 2006 census. Ibadan is also the largest metropolitan geographical area. She is located in south-western Nigeria, 128 km inland northeast of Lagos and 530 km southwest of Abuja, the federal capital, and is a prominent transit point between the coastal region and the areas to the north.</p><p></p></div><h3></h3><br> <br><p></p>

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