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Tidal inlets : hydrodynamics and morphodynamics /
Using field observations and simple models, this book describes the latest developments in the hydrodynamics and morphodynamics of tidal inlets.
| Clasificación: | Libro Electrónico |
|---|---|
| Autores principales: | , |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
Cambridge :
Cambridge University Press,
2017.
|
| Temas: | |
| Acceso en línea: | Texto completo |
MARC
| LEADER | 00000cam a2200000Ii 4500 | ||
|---|---|---|---|
| 001 | EBSCO_ocn990142076 | ||
| 003 | OCoLC | ||
| 005 | 20231017213018.0 | ||
| 006 | m o d | ||
| 007 | cr cnu|||unuuu | ||
| 008 | 170615s2017 enk ob 001 0 eng d | ||
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| 019 | |a 990494311 |a 1167297900 | ||
| 020 | |a 9781108161022 |q (electronic bk.) | ||
| 020 | |a 1108161022 |q (electronic bk.) | ||
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| 020 | |a 9781108157889 |q (ebook) | ||
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| 020 | |a 9781107194410 |q (hardback) | ||
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| 029 | 1 | |a AU@ |b 000060745910 | |
| 029 | 1 | |a AU@ |b 000062883428 | |
| 035 | |a (OCoLC)990142076 |z (OCoLC)990494311 |z (OCoLC)1167297900 | ||
| 037 | |a 1015153 |b MIL | ||
| 050 | 4 | |a GB451.2 | |
| 072 | 7 | |a SCI |x 030000 |2 bisacsh | |
| 072 | 7 | |a SCI |x 031000 |2 bisacsh | |
| 082 | 0 | 4 | |a 551.457 |2 23 |
| 049 | |a UAMI | ||
| 100 | 1 | |a Van de Kreeke, J., |e author. | |
| 245 | 1 | 0 | |a Tidal inlets : |b hydrodynamics and morphodynamics / |c J. van de. Kreeke and R.L. Brouwer, |
| 264 | 1 | |a Cambridge : |b Cambridge University Press, |c 2017. | |
| 300 | |a 1 online resource | ||
| 336 | |a text |b txt |2 rdacontent | ||
| 337 | |a computer |b c |2 rdamedia | ||
| 338 | |a online resource |b cr |2 rdacarrier | ||
| 504 | |a Includes bibliographical references and index. | ||
| 588 | 0 | |a Online resource; title from PDF title page (EBSCO, viewed June 16, 2017). | |
| 505 | 0 | |a Cover; Half-title page ; Title page ; Copyright page ; Contents; Preface; 1 Introduction; 2 Geomorphology; 2.1 Introduction; 2.2 Origin of Tidal Inlets; 2.3 Equilibrium Morphology; 2.4 Large-Scale Morphological Elements; 2.4.1 Inlet; 2.4.2 Ebb Delta; 2.4.3 Flood Delta; 2.5 Back-Barrier Lagoon; 3 Sand Transport Pathways; 3.1 Introduction; 3.2 Sediment Budget; 3.3 Sand Bypassing; 3.3.1 Bypassing Modes; 3.3.2 Bypassing Modes and the P/M Ratio; 3.4 Inlet Closure; 3.5 Location Stability; 3.6 Effect of Inlets on Adjacent Shoreline; 3.6.1 Continuous Bypassing; 3.6.2 Intermittent Bypassing. | |
| 505 | 8 | |a 4 Sand Transport and Sand Bypassing at Selected Inlets4.1 Introduction; 4.2 Price Inlet; 4.3 Breach Inlet; 4.4 Captain Sam's Inlet; 4.5 Mason Inlet; 4.6 Wachapreague Inlet; 4.7 Katikati Inlet; 4.8 Ameland Inlet; 5 Empirical Relationships; 5.1 Introduction; 5.2 Cross-Sectional Area -- Tidal Prism Relationship; 5.2.1 Observations; 5.2.2 Physical Justification of the A-P Relationship; 5.2.3 Examples of A-P Relationships for Natural Inlets; 5.2.4 Equilibrium Velocity; 5.3 Relationship between Depth and Width of the Cross-Section and Tidal Prism; 5.4 Ebb Delta Volume -- Tidal Prism Relationship. | |
| 505 | 8 | |a 5.5 Flood Delta Volume -- Tidal Prism Relationship6 Tidal Inlet Hydrodynamics; Excluding Depth Variations with Tidal Stage; 6.1 Introduction; 6.2 Inlet Schematization; 6.3 Governing Equations and Boundary Condition; 6.3.1 Dimensional Equations; 6.3.2 Non-Dimensional Equations; Lumped Parameter Model; 6.4 Analytical Solution (Öszoy-Mehta); 6.4.1 Basin Tide and Inlet Velocity; 6.4.2 Nature of the Solution; Resonance; 6.5 Semi-Analytical Solution (Keulegan); 6.5.1 Basin Tide and Inlet Velocity; 6.5.2 Maximum Basin Level and Maximum Inlet Velocity. | |
| 505 | 8 | |a 6.5.3 Relative Contribution of the Third Harmonic6.5.4 Multiple Inlets; 6.6 Application to a Representative Tidal Inlet; 6.6.1 Representative Tidal Inlet; 6.6.2 Öszoy-Mehta Solution; 6.6.3 Keulegan Solution; 6.A Dynamics of the Flow in the Inlet; 7 Tidal Inlet Hydrodynamics; Including Depth Variations with Tidal Stage; 7.1 Introduction; 7.2 Equations Including Depth Variations with Tidal Stage; 7.3 Solution of the Leading-Order Equations; 7.4 Solution to the First-Order Equations; 7.4.1 First-Order Forcing; 7.4.2 Mean Inlet Velocity and Mean Basin Level; 7.4.3 First-Order Tide and Velocity. | |
| 505 | 8 | |a 7.5 Tidal Asymmetry7.6 Application to the Representative Inlet; 7.6.1 Leading-Order Solution; 7.6.2 First-Order Solution; 7.6.3 Tidal Asymmetry; 7.A Reduced System of Equations and Perturbation Analysis; 8 Cross-Sectional Stability of a Single Inlet System; 8.1 Introduction; 8.2 Equilibrium and Stability; 8.2.1 Escoffier Stability Model; 8.2.2 Escoffier Diagram; 8.2.3 The Shape of the Closure Curve; 8.3 Adaptation Timescale; 8.4 Cross-Sectional Stability of Pass Cavallo; 8.A Geometric Similarity; 8.B Linear Stability Analysis. | |
| 520 | |a Using field observations and simple models, this book describes the latest developments in the hydrodynamics and morphodynamics of tidal inlets. | ||
| 590 | |a eBooks on EBSCOhost |b EBSCO eBook Subscription Academic Collection - Worldwide | ||
| 650 | 0 | |a Coast changes. | |
| 650 | 0 | |a Hydrodynamics |x Mathematical models. | |
| 650 | 0 | |a Morphogenesis |x Mathematical models. | |
| 650 | 0 | |a Tidal currents. | |
| 650 | 6 | |a Littoral |x Modifications. | |
| 650 | 6 | |a Hydrodynamique |x Modèles mathématiques. | |
| 650 | 6 | |a Courants de marée. | |
| 650 | 7 | |a SCIENCE |x Earth Sciences |x Geography. |2 bisacsh | |
| 650 | 7 | |a SCIENCE |x Earth Sciences |x Geology. |2 bisacsh | |
| 650 | 7 | |a Coast changes. |2 fast |0 (OCoLC)fst00865699 | |
| 650 | 7 | |a Hydrodynamics |x Mathematical models. |2 fast |0 (OCoLC)fst00964910 | |
| 650 | 7 | |a Morphogenesis |x Mathematical models. |2 fast |0 (OCoLC)fst01026448 | |
| 650 | 7 | |a Tidal currents. |2 fast |0 (OCoLC)fst01150760 | |
| 700 | 1 | |a Brouwer, R. L. |q (Ronald Leendert), |d 1979- |e author. | |
| 856 | 4 | 0 | |u https://ebsco.uam.elogim.com/login.aspx?direct=true&scope=site&db=nlebk&AN=1526280 |z Texto completo |
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