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.
Gespeichert in:
| Hauptverfasser: | , |
|---|---|
| Format: | Elektronisch E-Book |
| Sprache: | English |
| Veröffentlicht: |
Cambridge :
Cambridge University Press,
2017.
|
| Schlagworte: | |
| Online-Zugang: | Volltext |
| Zusammenfassung: | Using field observations and simple models, this book describes the latest developments in the hydrodynamics and morphodynamics of tidal inlets. |
| Beschreibung: | 1 online resource |
| Bibliographie: | Includes bibliographical references and index. |
| ISBN: | 9781108161022 1108161022 1108160964 9781108160964 9781108160780 1108160786 9781108157889 1108157882 9781107194410 1107194415 |
Internformat
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| 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. | ||
| 650 | 0 | |a Coast changes. |0 http://id.loc.gov/authorities/subjects/sh85027423 | |
| 650 | 0 | |a Hydrodynamics |x Mathematical models. | |
| 650 | 0 | |a Morphogenesis |x Mathematical models. | |
| 650 | 0 | |a Tidal currents. |0 http://id.loc.gov/authorities/subjects/sh85135265 | |
| 650 | 6 | |a Littoral |x Modifications. | |
| 650 | 6 | |a Hydrodynamique |x Modèles mathématiques. | |
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| 650 | 7 | |a Morphogenesis |x Mathematical models |2 fast | |
| 650 | 7 | |a Tidal currents |2 fast | |
| 700 | 1 | |a Brouwer, R. L. |q (Ronald Leendert), |d 1979- |e author. |1 https://id.oclc.org/worldcat/entity/E39PCjrQjMW7R6HVDb43gcRgw3 |0 http://id.loc.gov/authorities/names/no2017100627 | |
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Datensatz im Suchindex
| DE-BY-FWS_katkey | ZDB-4-EBA-ocn990142076 |
|---|---|
| _version_ | 1816882392266178560 |
| adam_text | |
| any_adam_object | |
| author | Van de Kreeke, J. Brouwer, R. L. (Ronald Leendert), 1979- |
| author_GND | http://id.loc.gov/authorities/names/no2017100627 |
| author_facet | Van de Kreeke, J. Brouwer, R. L. (Ronald Leendert), 1979- |
| author_role | aut aut |
| author_sort | Van de Kreeke, J. |
| author_variant | d k j v dkj dkjv r l b rl rlb |
| building | Verbundindex |
| bvnumber | localFWS |
| callnumber-first | G - Geography, Anthropology, Recreation |
| callnumber-label | GB451 |
| callnumber-raw | GB451.2 |
| callnumber-search | GB451.2 |
| callnumber-sort | GB 3451.2 |
| callnumber-subject | GB - Physical Geography |
| collection | ZDB-4-EBA |
| contents | 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. 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. 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. 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. 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. |
| ctrlnum | (OCoLC)990142076 |
| dewey-full | 551.457 |
| dewey-hundreds | 500 - Natural sciences and mathematics |
| dewey-ones | 551 - Geology, hydrology, meteorology |
| dewey-raw | 551.457 |
| dewey-search | 551.457 |
| dewey-sort | 3551.457 |
| dewey-tens | 550 - Earth sciences |
| discipline | Geologie / Paläontologie |
| format | Electronic eBook |
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| id | ZDB-4-EBA-ocn990142076 |
| illustrated | Not Illustrated |
| indexdate | 2024-11-27T13:27:53Z |
| institution | BVB |
| isbn | 9781108161022 1108161022 1108160964 9781108160964 9781108160780 1108160786 9781108157889 1108157882 9781107194410 1107194415 |
| language | English |
| oclc_num | 990142076 |
| open_access_boolean | |
| owner | MAIN DE-863 DE-BY-FWS |
| owner_facet | MAIN DE-863 DE-BY-FWS |
| physical | 1 online resource |
| psigel | ZDB-4-EBA |
| publishDate | 2017 |
| publishDateSearch | 2017 |
| publishDateSort | 2017 |
| publisher | Cambridge University Press, |
| record_format | marc |
| spelling | Van de Kreeke, J., author. Tidal inlets : hydrodynamics and morphodynamics / J. van de. Kreeke and R.L. Brouwer, Cambridge : Cambridge University Press, 2017. 1 online resource text txt rdacontent computer c rdamedia online resource cr rdacarrier Includes bibliographical references and index. Online resource; title from PDF title page (EBSCO, viewed June 16, 2017). 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. 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. 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. 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. 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. Using field observations and simple models, this book describes the latest developments in the hydrodynamics and morphodynamics of tidal inlets. Coast changes. http://id.loc.gov/authorities/subjects/sh85027423 Hydrodynamics Mathematical models. Morphogenesis Mathematical models. Tidal currents. http://id.loc.gov/authorities/subjects/sh85135265 Littoral Modifications. Hydrodynamique Modèles mathématiques. Courants de marée. SCIENCE Earth Sciences Geography. bisacsh SCIENCE Earth Sciences Geology. bisacsh Coast changes fast Hydrodynamics Mathematical models fast Morphogenesis Mathematical models fast Tidal currents fast Brouwer, R. L. (Ronald Leendert), 1979- author. https://id.oclc.org/worldcat/entity/E39PCjrQjMW7R6HVDb43gcRgw3 http://id.loc.gov/authorities/names/no2017100627 has work: Tidal inlets (Text) https://id.oclc.org/worldcat/entity/E39PCGM8rcyFjmKjd93pfbPcMX https://id.oclc.org/worldcat/ontology/hasWork FWS01 ZDB-4-EBA FWS_PDA_EBA https://search.ebscohost.com/login.aspx?direct=true&scope=site&db=nlebk&AN=1526280 Volltext |
| spellingShingle | Van de Kreeke, J. Brouwer, R. L. (Ronald Leendert), 1979- Tidal inlets : hydrodynamics and morphodynamics / 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. 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. 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. 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. 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. Coast changes. http://id.loc.gov/authorities/subjects/sh85027423 Hydrodynamics Mathematical models. Morphogenesis Mathematical models. Tidal currents. http://id.loc.gov/authorities/subjects/sh85135265 Littoral Modifications. Hydrodynamique Modèles mathématiques. Courants de marée. SCIENCE Earth Sciences Geography. bisacsh SCIENCE Earth Sciences Geology. bisacsh Coast changes fast Hydrodynamics Mathematical models fast Morphogenesis Mathematical models fast Tidal currents fast |
| subject_GND | http://id.loc.gov/authorities/subjects/sh85027423 http://id.loc.gov/authorities/subjects/sh85135265 |
| title | Tidal inlets : hydrodynamics and morphodynamics / |
| title_auth | Tidal inlets : hydrodynamics and morphodynamics / |
| title_exact_search | Tidal inlets : hydrodynamics and morphodynamics / |
| title_full | Tidal inlets : hydrodynamics and morphodynamics / J. van de. Kreeke and R.L. Brouwer, |
| title_fullStr | Tidal inlets : hydrodynamics and morphodynamics / J. van de. Kreeke and R.L. Brouwer, |
| title_full_unstemmed | Tidal inlets : hydrodynamics and morphodynamics / J. van de. Kreeke and R.L. Brouwer, |
| title_short | Tidal inlets : |
| title_sort | tidal inlets hydrodynamics and morphodynamics |
| title_sub | hydrodynamics and morphodynamics / |
| topic | Coast changes. http://id.loc.gov/authorities/subjects/sh85027423 Hydrodynamics Mathematical models. Morphogenesis Mathematical models. Tidal currents. http://id.loc.gov/authorities/subjects/sh85135265 Littoral Modifications. Hydrodynamique Modèles mathématiques. Courants de marée. SCIENCE Earth Sciences Geography. bisacsh SCIENCE Earth Sciences Geology. bisacsh Coast changes fast Hydrodynamics Mathematical models fast Morphogenesis Mathematical models fast Tidal currents fast |
| topic_facet | Coast changes. Hydrodynamics Mathematical models. Morphogenesis Mathematical models. Tidal currents. Littoral Modifications. Hydrodynamique Modèles mathématiques. Courants de marée. SCIENCE Earth Sciences Geography. SCIENCE Earth Sciences Geology. Coast changes Hydrodynamics Mathematical models Morphogenesis Mathematical models Tidal currents |
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