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Egypt-Japan University of Science and Technology (E-JUST)
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CHAPTER ONE INTRODUCTION 1.1 GENERAL 1 1.2 SCOPE AND IMPORTANCE OF THE STUDY 3 1.3 OBJECTIVES OF ... more CHAPTER ONE INTRODUCTION 1.1 GENERAL 1 1.2 SCOPE AND IMPORTANCE OF THE STUDY 3 1.3 OBJECTIVES OF THE STUDY 4 1.4 ORGANIZATION OF THE REPORT 4 CHAPTER TWO LITERATURE REVIEW 2.1 INTRODUCTION 5 2.2 APPLICATIONS OF HYDRAULIC JUMP 5 2.3 FORMATION OF HYDRAULIC JUMP v 2.6.2 Classification of hydraulic jump at an Abrupt Drop 2.6.3 Previous Investigations CHAPTER THREE THEORETICAL FORMULATION 3.1 INTRODUCTION 3.2 ASSUMPTIONS 3.3 GOVERNING EQUATIONS 3.4 THEORETICAL FORMULATION 3.5 CALIBRATION OF THE DEVELOPED THEORETICAL EQUATION CHAPTER FOUR EXPERIMENTAL SETUP 4.1 INTRODUCTION 4.2 DESIGN OF SLOPING CHANNEL WITH ABRUPT DROP 4.2.1 Introduction 4.2.2 Design 4.2.3 Constriction elements in the stilling basin 4.2.4 Transitions in the stilling basin 4.3 EXPERIMENTAL FACILITIES 4.3.1 Laboratory flume 4.3.2 Pump 4.3.3 Motor 4.4 MEASURING DEVICES 4.4.1 Water meter 4.4.2 Miniature propeller current meter 4.4.3Point gauge 4.5 MEASUREMENTS 4.5.1 Discharge 4.5.2 Water surface elevation vi CHAPTER FIVE EXPERIMENTAL PROCEDURE 5.1 INTRODUCTION 5.2 STEPWISE PRE-EXPERIMENTAL MEASURES 5.3 STEPWISE EXPERIMENTAL PROCEDURE 5.4 EXPERIMENT NUMBERING 5.5 DATA COLLECTION CHAPTER SIX RESULTS AND DISCUSSIONS 6.1 INTRODUCTION 6.2 ANALYSIS OF INFLOW FROUDE NUMBER WITH DISCHARGE FOR DIFFERENT HYDRAULIC CONDITIONS 6.3 VARIATION OF SEQUENT DEPTH RATIO WITH INFLOW FROUDE NUMBER 6.4 ANALYSIS OF THE PARAMETERS k 1 AND k 2 AT DIFFERENT HYDRAULIC CONDITIONS 6.4.1 Variation of factor k 1 with F 1 6.4.2 Prediction equation for parameter k 2 6.4.3 Comparison between the observed and predicted values of k 2 6.4.4 Variation of parameter k 3 with F 1 6.5 CALIBRATION OF THE PREDICTION MODEL 6.6 APPLICABILITY OF THE PROPOSED EQUATION 6.6.1 Introduction 6.6.2 Sloping rectangular channel
CHAPTER ONE INTRODUCTION 1.1 GENERAL 1 1.2 SCOPE AND IMPORTANCE OF THE STUDY 3 1.3 OBJECTIVES OF ... more CHAPTER ONE INTRODUCTION 1.1 GENERAL 1 1.2 SCOPE AND IMPORTANCE OF THE STUDY 3 1.3 OBJECTIVES OF THE STUDY 4 1.4 ORGANIZATION OF THE REPORT 4 CHAPTER TWO LITERATURE REVIEW 2.1 INTRODUCTION 5 2.2 APPLICATIONS OF HYDRAULIC JUMP 5 2.3 FORMATION OF HYDRAULIC JUMP v 2.6.2 Classification of hydraulic jump at an Abrupt Drop 2.6.3 Previous Investigations CHAPTER THREE THEORETICAL FORMULATION 3.1 INTRODUCTION 3.2 ASSUMPTIONS 3.3 GOVERNING EQUATIONS 3.4 THEORETICAL FORMULATION 3.5 CALIBRATION OF THE DEVELOPED THEORETICAL EQUATION CHAPTER FOUR EXPERIMENTAL SETUP 4.1 INTRODUCTION 4.2 DESIGN OF SLOPING CHANNEL WITH ABRUPT DROP 4.2.1 Introduction 4.2.2 Design 4.2.3 Constriction elements in the stilling basin 4.2.4 Transitions in the stilling basin 4.3 EXPERIMENTAL FACILITIES 4.3.1 Laboratory flume 4.3.2 Pump 4.3.3 Motor 4.4 MEASURING DEVICES 4.4.1 Water meter 4.4.2 Miniature propeller current meter 4.4.3Point gauge 4.5 MEASUREMENTS 4.5.1 Discharge 4.5.2 Water surface elevation vi CHAPTER FIVE EXPERIMENTAL PROCEDURE 5.1 INTRODUCTION 5.2 STEPWISE PRE-EXPERIMENTAL MEASURES 5.3 STEPWISE EXPERIMENTAL PROCEDURE 5.4 EXPERIMENT NUMBERING 5.5 DATA COLLECTION CHAPTER SIX RESULTS AND DISCUSSIONS 6.1 INTRODUCTION 6.2 ANALYSIS OF INFLOW FROUDE NUMBER WITH DISCHARGE FOR DIFFERENT HYDRAULIC CONDITIONS 6.3 VARIATION OF SEQUENT DEPTH RATIO WITH INFLOW FROUDE NUMBER 6.4 ANALYSIS OF THE PARAMETERS k 1 AND k 2 AT DIFFERENT HYDRAULIC CONDITIONS 6.4.1 Variation of factor k 1 with F 1 6.4.2 Prediction equation for parameter k 2 6.4.3 Comparison between the observed and predicted values of k 2 6.4.4 Variation of parameter k 3 with F 1 6.5 CALIBRATION OF THE PREDICTION MODEL 6.6 APPLICABILITY OF THE PROPOSED EQUATION 6.6.1 Introduction 6.6.2 Sloping rectangular channel