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Dedication
by Paolo Boccotti
Wave Mechanics and Wave Loads on Marine Structures
Cover image
Title page
Table of Contents
Copyright
Dedication
Preface
Acknowledgments
Symbols
Abbreviations and Acronyms
Chapter 1. Wave Mechanics: Basic Concepts
1.1. The System of Equations
1.2. Introduction to Wave Mechanics
1.3. Stokes' Theory to the First Order
1.4. Stokes' Theory to the Second Order
1.5. Wave–Current Interaction
1.6. Preliminary Remarks on Three-Dimensional Waves
1.7. Wave Reflection
1.8. Wave Diffraction
1.9. Energy Flux and Wave Energy
1.10. The Group Velocity
1.11. Conclusion
Chapter 2. Wave Transformation near Coasts
2.1. Refraction with Straight Contour Lines
2.2. Refraction with Arbitrary Contour Lines
2.3. Wave–Current Interaction in Some Straits
2.4. Worked Example
2.5. Conclusion
Chapter 3. Random Wind-Generated Waves: Basic Concepts
3.1. Sea State, Significant Wave Height, Spectrum, Autocovariance
3.2. The Concept of “Very Narrow Spectrum”
3.3. Bandwidth and Narrow-Bandedness Parameters
3.4. Characteristic Spectra of Wind Seas
3.5. How to Obtain the Frequency Spectrum
3.6. Wave Record Analysis
3.7. Small-Scale Field Experiments
3.8. Conclusion
Chapter 4. Wave Statistics in Sea States
4.1. Surface Elevation as a Stationary Gaussian Process
4.2. Joint Probability of Surface Elevation
4.3. Rice's Problem (1958)
4.4. Corollaries of Rice's Problem
4.5. Consequences of the QD Theory onto Wave Statistics
4.6. Field Verification
4.7. Maximum Expected Wave Height and Crest Height in a Sea State of Given Characteristics
4.8. FORTRAN Programs for the Maximum Expected Wave in a Sea State of Given Characteristics
4.9. Conclusion
Chapter 5. Design Wave
5.1. Distribution of Hs for a Given Geographic Location
5.2. The “Equivalent Triangular Storm”
5.3. Return Period and Average Persistence
5.4. The Encounter Probability of a Sea Storm with Some Given Characteristics
5.5. The Design Sea State for Given Lifetime and Encounter Probability
5.6. Estimate of the Largest Wave Height in the Lifetime
5.7. Conclusion
Chapter 6. Space—Time Theory of Sea States
6.1. Wave Field in the Open Sea
6.2. Maximum Expected Wave Height at a Given Array of Points in the Design Sea State
6.3. Directional Spectrum: Definition and Characteristic Shape
6.4. Classic Approach: Obtaining the Directional Distribution
6.5. New Approach: Obtaining Individual Angles θi
6.6. Subroutines for Calculation of the Directional Spectrum with the New Method
6.7. Worked Example of Obtaining a Directional Spectrum
6.8. Conclusion
Chapter 7. Complements of Space—Time Theory of Sea States
7.1. Cross-covariances: Homogeneous Random Wave Field
7.2. Sea States Nonhomogeneous in Space
7.3. Cross-covariances: Nonhomogeneous Random Wave Fields
7.4. Maximum Expected Wave Height in a Nonhomogeneous Sea State
7.5. Conclusion
Chapter 8. The Theory of Quasi-Determinism
8.1. The Necessary and Sufficient Condition for the Occurrence of a Wave Crest of Given Very Large Height
8.2. A Sufficient Condition for the Occurrence of a Wave of Given Very Large Height
8.3. A Necessary Condition for the Occurrence of a Wave of Given Very Large Height
8.4. The First Deterministic Wave Function in Space and Time
8.5. The Velocity Potential Associated with the First Deterministic Wave Function in Space and Time
8.6. The Second Deterministic Wave Function in Space and Time
8.7. Comment: A Deterministic Mechanics Is Born by the Theory of Probability
8.8. Conclusion
Chapter 9. Quasi-Determinism Theory: Mechanics of Wave Groups
9.1. What Does the Deterministic Wave Function Represent?
9.2. Particle Velocity and Acceleration in Wave Groups
9.3. The Subroutine QD
9.4. Experimental Verification of the Quasi-Determinism Theory: Basic Concepts
9.5. Results of Small-Scale Field Experiments
9.6. Conclusion
Chapter 10. QD Theory: Mechanics of Wave Forces on Large Isolated Bodies
10.1. Further Proof that the QD Theory Holds for Arbitrary Configurations of the Solid Boundary
10.2. Deterministic Pressure Fluctuations on Solid Body
10.3. Comparing Wave Pressures on an Isolated Solid Body to the Wave Pressures on an Equivalent Water Body
10.4. The Reason the Wave Force on the Solid Body is Greater than the Froude–Krylov Force
10.5. Comparing Wave Force on an Isolated Solid Body to the Froude–Krylov Force
10.6. A General Model for Calculating the Diffraction Coefficient of Wave Forces
10.7. Overall Synthesis
10.8. Conclusion
Chapter 11. QD Theory: Mechanics of Reflected and Diffracted Wave Groups
11.1. Before a Breakwater
11.2. In the Lee of a Breakwater
11.3. Experimental Verification
11.4. Conclusion
Chapter 12. Calculation of Wave Forces on Three-Dimensional Space Frames
12.1. Morison Equation and Drag and Inertia Coefficients
12.2. Field Tests of Morison Equation
12.3. Worked Example
12.4. Conclusion
Chapter 13. Calculation of Wave Forces on Gravity Platforms and Submerged Tunnels
13.1. Wave Forces on a Gravity Offshore Platform
13.2. Wave Forces on a Submerged Tunnel
13.3. Conclusion
Chapter 14. Loads of Sea Storms on Vertical Breakwaters
14.1. Overall Stability of an Upright Section
14.2. Wave Pressures
14.3. Evidences from SSFEs
14.4. The Risk of Impulsive Breaking Wave Pressures
14.5. Worked Examples
14.6. Conclusion
Chapter 15. Conversion of Wave Energy
15.1. An Overview of Work Done to Exploit Wave Energy Source
15.2. The Propagation Speed of Wave Energy
15.3. Interaction between Wave and U-OWC
15.4. Conclusion
Chapter 16. Design of a Wave Energy Converter
16.1. The Water and Air Flow Inside a U-OWC
16.2. Production of Electrical Energy from a Given Sea State
16.3. Hydraulic Verifications
16.4. FORTRAN Programs
16.5. Worked Example
16.6. Overall Design
16.7. Conclusion
Index
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Preface
Dedication
To B.V. Maria
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