Offshore and Coastal Modelling
| Autor Corporativo: | |
|---|---|
| Otros Autores: | , , |
| Formato: | eBook |
| Lenguaje: | English |
| Publicado: |
New York, NY :
Springer New York : Imprint: Springer,
1985.
|
| Edición: | 1st ed. 1985. |
| Colección: | Coastal and Estuarine Studies,
12 |
| Materias: | |
| Acceso en línea: | https://doi.org/10.1007/978-1-4684-8001-6 |
Tabla de Contenidos:
- 1 Modelling in Offshore and Coastal Engineering
- 2 Tides, Storm Surges and Coastal Circulations
- 2.1 Bathymetry
- 2.2 Tides and Tidal Currents
- 2.3 North Sea Storm Surges
- 2.4 Two-dimensional Numerical Storm-surge Models
- 2.5 Surge Forecasting
- 2.6 Three-dimensional Models
- 2.7 Vertical Structure of Current
- 3 Modelling Storm Surge Current Structure
- 3.1 Introduction
- 3.2 Spectral Model Formulation
- 3.3 Form of Vertical Eddy Viscosity
- 3.4 A 3-D Simulation Model of Surge Currents on the North-West European Shelf
- 3.5 A Mechanistic Model of Wind Induced Current Profiles
- 3.6 Concluding Remarks
- 4 Optimally Controlled Hydrodynamics for Tidal Power from the Severn Estuary
- 4.1 Introduction
- 4.2 Hydrodynamics
- 4.3 Optimal Control
- 5 Numerical Modelling of Storm Surges in River Estuaries
- 5.1 Introduction
- 5.2 Points to note in Modelling
- 5.3 The Aims of a Mathematical Model of Storm Surges
- 5.4 The Differential Equations of the Model
- 5.5 Computational Aspects
- 5.6 Numerical Results: The Storm of 1953
- 5.7 Summary
- 6 Coastal Sediment Modelling
- 6.1 Introduction
- 6.2 Need for Computer Models
- 6.3 Model Types
- 6.4 Conclusions
- 7 The Application of Ray Methods to Wave Refraction Studies
- 7.1 Introduction
- 7.2 Ray Models
- 7.3 Application of the Ray Model, a Simple Case
- 7.4 A Study including Wave Breaking
- 7.5 A Study including Diffraction and Reflection
- 7.6 Future Developments
- 8 A Model for Surface Wave Growth
- 8.1 Introduction
- 8.2 Formulation of the Problem
- 8.3 First Order Solution
- 8.4 Second Order Solution
- 8.5 Third Order Solution
- 8.6 Wind Shear Stress
- 8.7 Conclusion
- 9 Power Take-Off and Output from the Sea-Lanchester Clam Wave Energy Device
- 9.1 Introduction
- 9.2 Experimental Tests
- 9.3 Power Take-off Simulation
- 10 Numerical Modelling of Ilfracombe Seawall
- 10.1 Introduction
- 10.2 Finite Element Modelling of Ilfracombe Seawall
- 10.3 Need for a Finite Element Model Approach
- 10.4 Conclusions
- 11 Modelling The Plan Shape of Shingle Beaches
- 11.1 Introduction
- 11.2 General Considerations when Modelling Beach Changes
- 11.3 Derivation of an Alongshore Transport Formula
- 11.4 Incipient Motion of Shingle
- 11.5 Discussion
- 11.6 Conclusions
- 12 Mathematical Modelling Applications for Offshore Structures
- 12.1 Introduction
- 12.2 Operational, Environmental and Foundation Condition
- 12.3 Structural Concepts
- 12.4 Fabrication
- 12.5 Construction
- 12.6 Load Out
- 12.7 Tow Out
- 12.8 Installation
- 12.9 Mathematical Modelling in Platform Design
- 12.10 Conclusions
- 13 Mathematical Model of A Marine Hose-String at a Buoy: Part 1, Static Problem
- 13.1 Introduction
- 13.2 Assumptions
- 13.3 Equations
- 13.4 Boundary Conditions
- 13.5 Hose Radius
- 13.6 The Load
- 13.7 Method of Solution
- 13.8 Analytical Solutions for Simplified Models
- 13.9 Results
- 13.10 Applications
- 13.11 Conclusions
- 14 Mathematical Model of a Marine Hose-String at a Buoy: Part 2, Dynamic Problem
- 14.1 Introduction
- 14.2 Equation of Motion
- 14.3 Boundary Conditions
- 14.4 Method of Solution
- 14.5 Flanges
- 14.6 Comparison of Analytical and Numerical Results
- 14.7 Numerical Results
- 14.8 Conclusions
- 15 The Design of Catenary Mooring Systems for Offshore Vessels
- 15.1 Introduction
- 15.2 Representation of the Environment
- 15.3 Mathematical Model of Moored Vessel
- 15.4 Calculations of Environmental Forces and Moments
- 15.5 Calculation of Mooring Forces and Moments
- 15.6 Static Analysis
- 15.7 Response of Vessel to Wind Gusting and Wave Drift Action
- 15.8 Conclusions
- 16 Some Problems Involving Umbilicals, Cables and Pipes
- 16.1 Introduction
- 16.2 The Statics of Cables and Pipes
- 16.3 Hydrodynamic Forces
- 16.4 Analytical Solutions
- 16.5 Typical Problems and Numerical Solutions
- 16.6 Final Comments
- 17 Mathematical Modelling in Offshore Corrosion
- 17.1 Introduction
- 17.2 General Mass Transport Theory
- 17.3 Mathematical Modelling of the Electrochemistry in Cracks
- 17.4 Mathematical Modelling in Cathodic Protection Offshore
- 17.5 Mathematical Modelling of Crevice Corrosion
- 17.6 Mathematical Modelling of Corrosion in Concrete
- 17.7 Conclusions
- 18 Fatigue Crack Growth Predictions in Tubular Welded Joints
- 18.1 Introduction
- 18.2 Fatigue Crack Growth Behaviour of Tubular Joints
- 18.3 Theoretical Analysis of Crack Growth
- 18.4 Conclusions.