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Salinity and tides in alluvial estuaries [[electronic resource] /] / by Hubert H.G. Savenije
| Salinity and tides in alluvial estuaries [[electronic resource] /] / by Hubert H.G. Savenije |
| Autore | Savenije H. H. G (Hubert H. G.) |
| Edizione | [1st ed.] |
| Pubbl/distr/stampa | Amsterdam, : Elsevier, 2005 |
| Descrizione fisica | 1 online resource (212 p.) |
| Disciplina |
551.46/18
551.466418 |
| Soggetto topico |
Estuaries - Mathematical models
Hydrodynamics - Mathematical models Saltwater encroachment - Mathematical models Tides - Mathematical models |
| Soggetto genere / forma | Electronic books. |
| ISBN |
1-280-63855-9
9786610638550 0-444-52108-9 0-08-046161-1 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Salinity and tides in alluvial estuaries; Salinity and tides in alluvial estuaries; Contents; Preface; Notation; 1 Introduction: description and classification of alluvial estuaries; 1.1 Importance of estuaries to mankind; 1.2 Classification of estuaries; 1.3 Estuary numbers; 1.4 Alluvial estuaries and their characteristics; 1.4.1 The shape of alluvial estuaries; 1.4.2 Dominant mixing processes; 1.4.3 How the tide propagates; 1.4.4 How the salt intrudes; 1.5 What will follow; 2 Tide and estuary shape; 2.1 Hydraulic equations; 2.1.1 Basic equations; 2.1.2 The seventh equation
2.1.3 The one-dimensional equations for depth and velocity2.1.4 The effect of density differences and tide; 2.2 The shape of alluvial estuaries; 2.2.1 Classification on estuary shape; 2.2.2 Assumptions on the shape of alluvial estuary in coastal plains The assumptions of an ideal estuary; 2.2.3 Assumptions on estuary shape in short estuaries; 2.3 Relating tide to shape; 2.3.1 Why look for relations between tide and shape?; 2.3.2 Theoretical derivations; 3 Tidal dynamics; 3.1 Tidal movement and amplification; 3.1.1 Why is the tidal wave amplified or damped? 3.1.2 Derivation of the tidal damping equation3.1.3 Application of the derived formula to observations; 3.1.4 Conclusions; 3.2 Tidal wave propagation; 3.2.1 The relation between tidal damping and wave celerity; 3.2.2 Theory of wave propagation; 3.2.3 Empirical verification in the Schelde and Incomati estuaries; 3.2.4 The wave celerity according to Mazure; 3.2.5 Conclusion; 3.3 Effect of river discharge and other higher order effects on tidal damping; 3.3.1 Which higher order effects are important; 3.3.2 Incorporating river discharge into the derivation of the Celerity equation 3.3.3 Incorporating river discharge into the derivation of the Damping equation3.3.4 Application to the Schelde-estuary; 3.3.5 Conclusion; 3.4 The influence of climate change and human interference on estuaries; 4 Mixing in alluvial estuaries; 4.1 Types of mixing, their relative importance, and interaction; 4.2 Gravitational circulation; 4.3 Mixing by the tide; 4.4 Residual circulation through flood and ebb channels; 4.5 The decomposition method and why it is not very useful; 4.6 Longitudinal effective dispersion; 4.7 Van den burgh's equation; 4.7.1 The physical meaning of Van den Burgh's K 4.7.2 Correspondence with other methods4.8 General equation for longitudinal dispersion; 5 Salt intrusion in alluvial estuaries; 5.1 Types of salt intrusion and shapes of salt intrusion curves; 5.2 Salt balance equations; 5.3 Influence of rainfall and evaporation; 5.4 Time scales and conditions for steady state; 5.5 Predictive model for steady state; 5.5.1 Expressions for HWS, LWS, and TA; 5.5.2 Empirical relations for the predictive model; 5.5.3 The predictive model compared to other methods; 5.6 Unsteady state model; 5.6.1 System response time; 5.6.2 Unsteady state dispersion 5.6.3 Application of the unsteady state model |
| Record Nr. | UNINA-9910457264803321 |
Savenije H. H. G (Hubert H. G.)
|
||
| Amsterdam, : Elsevier, 2005 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Salinity and tides in alluvial estuaries [[electronic resource] /] / by Hubert H.G. Savenije
| Salinity and tides in alluvial estuaries [[electronic resource] /] / by Hubert H.G. Savenije |
| Autore | Savenije H. H. G (Hubert H. G.) |
| Edizione | [1st ed.] |
| Pubbl/distr/stampa | Amsterdam, : Elsevier, 2005 |
| Descrizione fisica | 1 online resource (212 p.) |
| Disciplina |
551.46/18
551.466418 |
| Soggetto topico |
Estuaries - Mathematical models
Hydrodynamics - Mathematical models Saltwater encroachment - Mathematical models Tides - Mathematical models |
| ISBN |
1-280-63855-9
9786610638550 0-444-52108-9 0-08-046161-1 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Salinity and tides in alluvial estuaries; Salinity and tides in alluvial estuaries; Contents; Preface; Notation; 1 Introduction: description and classification of alluvial estuaries; 1.1 Importance of estuaries to mankind; 1.2 Classification of estuaries; 1.3 Estuary numbers; 1.4 Alluvial estuaries and their characteristics; 1.4.1 The shape of alluvial estuaries; 1.4.2 Dominant mixing processes; 1.4.3 How the tide propagates; 1.4.4 How the salt intrudes; 1.5 What will follow; 2 Tide and estuary shape; 2.1 Hydraulic equations; 2.1.1 Basic equations; 2.1.2 The seventh equation
2.1.3 The one-dimensional equations for depth and velocity2.1.4 The effect of density differences and tide; 2.2 The shape of alluvial estuaries; 2.2.1 Classification on estuary shape; 2.2.2 Assumptions on the shape of alluvial estuary in coastal plains The assumptions of an ideal estuary; 2.2.3 Assumptions on estuary shape in short estuaries; 2.3 Relating tide to shape; 2.3.1 Why look for relations between tide and shape?; 2.3.2 Theoretical derivations; 3 Tidal dynamics; 3.1 Tidal movement and amplification; 3.1.1 Why is the tidal wave amplified or damped? 3.1.2 Derivation of the tidal damping equation3.1.3 Application of the derived formula to observations; 3.1.4 Conclusions; 3.2 Tidal wave propagation; 3.2.1 The relation between tidal damping and wave celerity; 3.2.2 Theory of wave propagation; 3.2.3 Empirical verification in the Schelde and Incomati estuaries; 3.2.4 The wave celerity according to Mazure; 3.2.5 Conclusion; 3.3 Effect of river discharge and other higher order effects on tidal damping; 3.3.1 Which higher order effects are important; 3.3.2 Incorporating river discharge into the derivation of the Celerity equation 3.3.3 Incorporating river discharge into the derivation of the Damping equation3.3.4 Application to the Schelde-estuary; 3.3.5 Conclusion; 3.4 The influence of climate change and human interference on estuaries; 4 Mixing in alluvial estuaries; 4.1 Types of mixing, their relative importance, and interaction; 4.2 Gravitational circulation; 4.3 Mixing by the tide; 4.4 Residual circulation through flood and ebb channels; 4.5 The decomposition method and why it is not very useful; 4.6 Longitudinal effective dispersion; 4.7 Van den burgh's equation; 4.7.1 The physical meaning of Van den Burgh's K 4.7.2 Correspondence with other methods4.8 General equation for longitudinal dispersion; 5 Salt intrusion in alluvial estuaries; 5.1 Types of salt intrusion and shapes of salt intrusion curves; 5.2 Salt balance equations; 5.3 Influence of rainfall and evaporation; 5.4 Time scales and conditions for steady state; 5.5 Predictive model for steady state; 5.5.1 Expressions for HWS, LWS, and TA; 5.5.2 Empirical relations for the predictive model; 5.5.3 The predictive model compared to other methods; 5.6 Unsteady state model; 5.6.1 System response time; 5.6.2 Unsteady state dispersion 5.6.3 Application of the unsteady state model |
| Record Nr. | UNINA-9910784597403321 |
|
Savenije H. H. G (Hubert H. G.)
|
||
| Amsterdam, : Elsevier, 2005 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Salinity and tides in alluvial estuaries [[electronic resource] /] / by Hubert H.G. Savenije
| Salinity and tides in alluvial estuaries [[electronic resource] /] / by Hubert H.G. Savenije |
| Autore | Savenije H. H. G (Hubert H. G.) |
| Edizione | [1st ed.] |
| Pubbl/distr/stampa | Amsterdam, : Elsevier, 2005 |
| Descrizione fisica | 1 online resource (212 p.) |
| Disciplina |
551.46/18
551.466418 |
| Soggetto topico |
Estuaries - Mathematical models
Hydrodynamics - Mathematical models Saltwater encroachment - Mathematical models Tides - Mathematical models |
| ISBN |
1-280-63855-9
9786610638550 0-444-52108-9 0-08-046161-1 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Salinity and tides in alluvial estuaries; Salinity and tides in alluvial estuaries; Contents; Preface; Notation; 1 Introduction: description and classification of alluvial estuaries; 1.1 Importance of estuaries to mankind; 1.2 Classification of estuaries; 1.3 Estuary numbers; 1.4 Alluvial estuaries and their characteristics; 1.4.1 The shape of alluvial estuaries; 1.4.2 Dominant mixing processes; 1.4.3 How the tide propagates; 1.4.4 How the salt intrudes; 1.5 What will follow; 2 Tide and estuary shape; 2.1 Hydraulic equations; 2.1.1 Basic equations; 2.1.2 The seventh equation
2.1.3 The one-dimensional equations for depth and velocity2.1.4 The effect of density differences and tide; 2.2 The shape of alluvial estuaries; 2.2.1 Classification on estuary shape; 2.2.2 Assumptions on the shape of alluvial estuary in coastal plains The assumptions of an ideal estuary; 2.2.3 Assumptions on estuary shape in short estuaries; 2.3 Relating tide to shape; 2.3.1 Why look for relations between tide and shape?; 2.3.2 Theoretical derivations; 3 Tidal dynamics; 3.1 Tidal movement and amplification; 3.1.1 Why is the tidal wave amplified or damped? 3.1.2 Derivation of the tidal damping equation3.1.3 Application of the derived formula to observations; 3.1.4 Conclusions; 3.2 Tidal wave propagation; 3.2.1 The relation between tidal damping and wave celerity; 3.2.2 Theory of wave propagation; 3.2.3 Empirical verification in the Schelde and Incomati estuaries; 3.2.4 The wave celerity according to Mazure; 3.2.5 Conclusion; 3.3 Effect of river discharge and other higher order effects on tidal damping; 3.3.1 Which higher order effects are important; 3.3.2 Incorporating river discharge into the derivation of the Celerity equation 3.3.3 Incorporating river discharge into the derivation of the Damping equation3.3.4 Application to the Schelde-estuary; 3.3.5 Conclusion; 3.4 The influence of climate change and human interference on estuaries; 4 Mixing in alluvial estuaries; 4.1 Types of mixing, their relative importance, and interaction; 4.2 Gravitational circulation; 4.3 Mixing by the tide; 4.4 Residual circulation through flood and ebb channels; 4.5 The decomposition method and why it is not very useful; 4.6 Longitudinal effective dispersion; 4.7 Van den burgh's equation; 4.7.1 The physical meaning of Van den Burgh's K 4.7.2 Correspondence with other methods4.8 General equation for longitudinal dispersion; 5 Salt intrusion in alluvial estuaries; 5.1 Types of salt intrusion and shapes of salt intrusion curves; 5.2 Salt balance equations; 5.3 Influence of rainfall and evaporation; 5.4 Time scales and conditions for steady state; 5.5 Predictive model for steady state; 5.5.1 Expressions for HWS, LWS, and TA; 5.5.2 Empirical relations for the predictive model; 5.5.3 The predictive model compared to other methods; 5.6 Unsteady state model; 5.6.1 System response time; 5.6.2 Unsteady state dispersion 5.6.3 Application of the unsteady state model |
| Record Nr. | UNINA-9910815435703321 |
|
Savenije H. H. G (Hubert H. G.)
|
||
| Amsterdam, : Elsevier, 2005 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||