A guide to modeling coastal morphology /
Process-based morphodynamic modelling is one of the relatively new tools at the disposal of coastal scientists, engineers and managers. On paper, it offers the possibility to analyse morphological processes and to investigate the effects of various measures one might consider to alleviate some probl...
| Основен автор: | Roelvink, J. A. |
|---|---|
| Други автори: | Reniers, Ad. |
| Формат: | Електронна книга |
| Език: | English |
| Публикувано: |
Singapore ; London :
World Scientific,
2011.
|
| Серия: |
Advances in coastal and ocean engineering ;
vol. 12. |
| Предмети: | |
| Онлайн достъп: |
http://search.ebscohost.com/login.aspx?direct=true&scope=site&db=nlebk&AN=521247 |
| Подобни документи: |
Print version:Roelvink, J.A.:
Guide to modeling coastal morphology. |
Съдържание:
- Preface; Acknowledgment; Contents; 1. Introduction; 2. Wind Waves; 2.1 Introduction; 2.2 Wave generation, propagation and dissipation; 2.3 Spectral description; 2.4 Wave conditions; 2.5 Wave modeling; 2.6 Governing equations; 2.6.1 Wave action balance; 2.6.2 Wave energy balance; 2.6.3 Roller energy balance; 2.7 Propagation of wave groups; 2.8 Wave propagation over complex bathymetry; 2.9 Wave blocking; 3. Currents; 3.1 Introduction; 3.2 Governing equations; 3.2.1 3D Shallow water equations; 3.2.2 Depth-averaged shallow water equations; 3.2.3 Stokes drift; 3.2.4 Wave forcing.
- 3.2.4.1 Interior flow3.2.4.2 Wave boundary layer; 3.2.5 Bottom shear stress; 3.2.6 Turbulent eddy viscosity; 3.3 Tidal currents; 3.3.1 Open coasts; 3.3.1.1 Open ocean, Kelvin wave; 3.3.1.2 Tidal flow structure in the nearshore area; 3.3.2 Propagation into estuaries; 3.3.3 Resonance; 3.3.4 Funnelling effect; 3.3.5 Short, wide basins; 3.3.6 Tidal currents around structures; 3.3.6.1 Convergence area; 3.3.6.2 Harbour entrance gyre; 3.3.6.3 Downstream wake area; 3.3.7 Flow patterns around a realistic inlet; 3.3.8 Current pattern across a trench.
- 3.4 Wind-driven longshore current and set-up on an alongshore uniform coast3.4.1 Wind-driven longshore current; 3.4.2 Wind-driven set-up; 3.5 Wave-driven longshore current and set-up on an uniform coast; 3.5.1 Wave-driven longshore current; 3.5.2 Wave-driven set-up; 3.5.3 Numerical evaluation; 3.5.4 Shear instabilities; 3.6 Wave-group driven motions; 3.6.1 Introduction; 3.6.2 Wave group induced bound long waves; 3.6.3 Leaky waves and trapped waves; 3.6.4 Edge wave resonance; 3.6.5 Very Low Frequency motions; 3.7 Vertical structure of the current; 3.7.1 Tide (or slope) driven current profile.
- 3.7.2 Wind-driven current profile3.7.3 Wind driven longshore current profile; 3.7.4 Wind-driven cross-shore current profile; 3.7.5 Wave driven current profile; 3.7.5.1 Traditional Eulerian approach; 3.7.5.2 Generalized Lagrangian Mean approach; 3.8 3D Wave-driven currents on a non-uniform coast; 4. Sediment transport; 4.1 Introduction; 4.2 Suspended transport; 4.2.1 3D Advection-di.usion equation for sediment; 4.2.1.1 Bottom boundary condition; 4.2.1.2 Sediment transport through a section; 4.2.1.3 Equilibrium suspended transport; 4.2.2 2DH Advection-di.usion equation for sediment.
- 4.3 Bed load and total load transport formulations4.3.1 Current-only situation; 4.3.2 Waves plus current; 4.3.2.1 Soulsby-van Rijn formula; 4.4 Wave-driven transport; 4.4.1 Wave skewness and asymmetry; 4.4.2 Lagrangian drift; 4.4.3 Streaming; 4.4.4 Wave group induced bound long waves; 4.5 Return flow; 4.5.1 Breaker delay; 4.6 Rip circulation cells; 5. Morphological Processes; 5.1 Introduction; 5.2 Some principles; 5.2.1 Propagation of bed forms; 5.2.2 Equilibrium depth; 5.3 Open coasts; 5.3.1 Cross-shore profile behavior; 5.3.1.1 Bar-dynamics; 5.3.1.2 Bar generation and propagation.