1st Edition

Hydraulics of Levee Overtopping

234 Pages 70 B/W Illustrations
by CRC Press

234 Pages 70 B/W Illustrations
by CRC Press

234 Pages 70 B/W Illustrations
by CRC Press

Earthen levees are extensively used to protect the population and infrastructure from periodic floods and high water due to storm surges. The causes of failure of levees include overtopping, surface erosion, internal erosion, and slope instability. Overtopping may occur during periods of flooding due to insufficient freeboard. The most problematic situation involves the levee being overtopped by... Read more

Preface
Chapter 1 INTRODUCTION
1.1 Background
1.2 Contents of This Book

Chapter 2 SURGE OVERFLOW, WAVE OVERTOPPING AND COMBINATION
2.1 Surge Overflow
2.2 Wave Overtopping
2.3 Combined Wave and Surge Overtopping
2.4 Turbulent Overtopping

Chapter 3 THREE STRENGTHENING SYSTEMS
3.1 Background
3.2 Three Innovative Levee Overtopping Protection Methods
3.3 Material Properties of the Three Strengthening Systems

Chapter 4 FULL-SCALE PHYSICAL MODEL TESTING OF LEVEE OVERTOPPING
4.1 Full-scale Test Model Setup
4.2 Installation of Levee Strengthening Layers
4.3 Instrumentation and Data Collection
4.4 Testing Procedure
4.5 Erosion Check Method
4.6 Scale, Model, and Measurement Effects

Chapter 5 TESTING OF EROSION FUNCTION APPARATUS
5.1 Erosion Function Apparatus (EFA)
5.2 EFA Tests
5.3 Test Results

Chapter 6 HYDRAULIC PARAMETERS OF COMBINED WAVE AND SURGE OVERTOPPING
6.1 Distribution of Incident Wave
6.2 Wave Overtopping Patterns
6.3 Hydraulic Parameters of Surge-only Overflow
6.4 Combined Wave and Surge Overtopping Discharge
6.5 Hydraulic Parameters of Landward-side Slope
6.6 Standardized Analysis of Hydraulic Parameters of Combined and Surge Overtopping
6.7 Shear Stress

Chapter 7 TURBULENT ANALYSIS
7.1 Measurement Setup
7.2 Overtopping Discharge
7.3 Turbulent Intensity of Overtopping Flow
7.4 Turbulent Shear Stress

Chapter 8 HYDRAULIC EROSION ON LANDWARD-SIDE SLOPE OF LEVEES AND CONCEPTUAL MODEL OF SOIL LOSS FROM LEVEE SURFACE
8.1 Hydraulic Erosion on Landward-side Slope of Levees
8.2 Conceptual Model of Soil Loss from Levee Surface

Chapter 9 NUMERICAL STUDY OF COMBINED WAVE OVERTOPPING AND STORM SURGE OVERFLOW OF STRENGTHENED LEVEE
9.1 POM Method
9.2 SPH Method

Chapter 10 NUMERICAL STUDY OF TURBULENCE OVERTOPPING AND EROSION
10.1 Numerical Methodology
10.2 Model Calibration
10.3 Storm surge overflow erosion
10.4 Combined wave/surge overtopping shear stress, turbulence and erosion
10.5 Erodibility and failure of HPTRM-strengthened levee under different overtopping conditions

References

Biography

Lin Li, Farshad Amini, Yi Pan, Saiyu Yuan, Bora Cetin