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E-grāmata: Tidal Inlets: Hydrodynamics and Morphodynamics

(University of Miami), (Technische Universiteit Delft, The Netherlands)
  • Formāts: EPUB+DRM
  • Izdošanas datums: 22-Jun-2017
  • Izdevniecība: Cambridge University Press
  • Valoda: eng
  • ISBN-13: 9781108160247
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Tidal Inlets: Hydrodynamics and MorphodynamicsPalielināt
  • Formāts: EPUB+DRM
  • Izdošanas datums: 22-Jun-2017
  • Izdevniecība: Cambridge University Press
  • Valoda: eng
  • ISBN-13: 9781108160247
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This book describes the latest developments in the hydrodynamics and morphodynamics of tidal inlets, with an emphasis on natural inlets. A review of morphological features and sand transport pathways is presented, followed by an overview of empirical relationships between inlet cross-sectional area, ebb delta volume, flood delta volume and tidal prism. Results of field observations and laboratory experiments are discussed and simple mathematical models are presented that calculate the inlet current and basin tide. The method to evaluate the cross-sectional stability of inlets, proposed by Escoffier, is reviewed, and is expanded, for the first time, to include double inlet systems. This volume is an ideal reference for coastal scientists, engineers and researchers, in the fields of coastal engineering, geomorphology, marine geology and oceanography.

Papildus informācija

Using field observations and simple models, this book describes the latest developments in the hydrodynamics and morphodynamics of tidal inlets.
Preface xi
1 Introduction
1(5)
2 Geomorphology
6(7)
2.1 Introduction
6(1)
2.2 Origin of Tidal Inlets
6(1)
2.3 Equilibrium Morphology
7(1)
2.4 Large-Scale Morphological Elements
8(3)
2.4.1 Inlet
8(1)
2.4.2 Ebb Delta
9(2)
2.4.3 Flood Delta
11(1)
2.5 Back-Barrier Lagoon
11(2)
3 Sand Transport Pathways
13(11)
3.1 Introduction
13(1)
3.2 Sediment Budget
14(2)
3.3 Sand Bypassing
16(3)
3.3.1 Bypassing Modes
16(1)
3.3.2 Bypassing Modes and the P/M Ratio
17(2)
3.4 Inlet Closure
19(1)
3.5 Location Stability
19(1)
3.6 Effect of Inlets on Adjacent Shoreline
20(4)
3.6.1 Continuous Bypassing
20(1)
3.6.2 Intermittent Bypassing
21(3)
4 Sand Transport and Sand Bypassing at Selected Inlets
24(10)
4.1 Introduction
24(1)
4.2 Price Inlet
24(1)
4.3 Breach Inlet
25(1)
4.4 Captain Sam's Inlet
26(2)
4.5 Mason Inlet
28(1)
4.6 Wachapreague Inlet
29(1)
4.7 Katikati Inlet
30(1)
4.8 Ameland Inlet
31(3)
5 Empirical Relationships
34(10)
5.1 Introduction
34(1)
5.2 Cross-Sectional Area -- Tidal Prism Relationship
34(6)
5.2.1 Observations
34(1)
5.2.2 Physical Justification of the A--P Relationship
35(2)
5.2.3 Examples of A--P Relationships for Natural Inlets
37(3)
5.2.4 Equilibrium Velocity
40(1)
5.3 Relationship between Depth and Width of the Cross-Section and Tidal Prism
40(1)
5.4 Ebb Delta Volume -- Tidal Prism Relationship
41(2)
5.5 Flood Delta Volume -- Tidal Prism Relationship
43(1)
6 Tidal Inlet Hydrodynamics; Excluding Depth Variations with Tidal Stage
44(17)
6.1 Introduction
44(1)
6.2 Inlet Schematization
44(1)
6.3 Governing Equations and Boundary Condition
44(3)
6.3.1 Dimensional Equations
44(2)
6.3.2 Non-Dimensional Equations; Lumped Parameter Model
46(1)
6.4 Analytical Solution (Oszoy--Mehta)
47(3)
6.4.1 Basin Tide and Inlet Velocity
47(2)
6.4.2 Nature of the Solution; Resonance
49(1)
6.5 Semi-Analytical Solution (Keulegan)
50(5)
6.5.1 Basin Tide and Inlet Velocity
50(3)
6.5.2 Maximum Basin Level and Maximum Inlet Velocity
53(1)
6.5.3 Relative Contribution of the Third Harmonic
54(1)
6.5.4 Multiple Inlets
54(1)
6.6 Application to a Representative Tidal Inlet
55(3)
6.6.1 Representative Tidal Inlet
55(1)
6.6.2 Oszoy--Mehta Solution
55(2)
6.6.3 Keulegan Solution
57(1)
6.4 Dynamics of the Flow in the Inlet
58(3)
7 Tidal Inlet Hydrodynamics; Including Depth Variations with Tidal Stage
61(14)
7.1 Introduction
61(1)
7.2 Equations Including Depth Variations with Tidal Stage
61(2)
7.3 Solution of the Leading-Order Equations
63(2)
7.4 Solution to the First-Order Equations
65(4)
7.4.1 First-Order Forcing
65(1)
7.4.2 Mean Inlet Velocity and Mean Basin Level
66(1)
7.4.3 First-Order Tide and Velocity
67(2)
7.5 Tidal Asymmetry
69(1)
7.6 Application to the Representative Inlet
70(3)
7.6.1 Leading-Order Solution
70(2)
7.6.2 First-Order Solution
72(1)
7.6.3 Tidal Asymmetry
72(1)
7.A Reduced System of Equations and Perturbation Analysis
73(2)
8 Cross-Sectional Stability of a Single Inlet System
75(11)
8.1 Introduction
75(1)
8.2 Equilibrium and Stability
75(3)
8.2.1 Escoffier Stability Model
75(1)
8.2.2 Escoffier Diagram
76(1)
8.2.3 The Shape of the Closure Curve
77(1)
8.3 Adaptation Timescale
78(2)
8.4 Cross-Sectional Stability of Pass Cavallo
80(2)
8.A Geometric Similarity
82(2)
8.B Linear Stability Analysis
84(2)
9 Cross-Sectional Stability of a Double Inlet System, Assuming a Uniformly Varying Basin Water Level
86(14)
9.1 Introduction
86(1)
9.2 Escoffier Stability Model for a Double Inlet System
87(6)
9.2.1 Schematization
87(1)
9.2.2 Equilibrium Velocity
88(1)
9.2.3 Governing Equations
89(1)
9.2.4 Closure Surface
90(1)
9.2.5 Equilibrium Velocity Curves
90(1)
9.2.6 Flow Diagram
91(2)
9.3 Conditions for a Set of Stable Cross-Sectional Areas
93(2)
9.4 Basin with Topographic High
95(5)
9.4.1 Schematization
95(1)
9.4.2 Governing Equations
96(1)
9.4.3 Flow Diagrams
97(3)
10 Cross-Sectional Stability of a Double Inlet System, Assuming a Spatially Varying Basin Water Level
100(10)
10.1 Introduction
100(1)
10.2 Schematization
100(1)
10.3 Governing Equations and Boundary Conditions
100(3)
10.4 Solution Method
103(1)
10.5 Effect of Spatial Variations in Basin Water Level on Cross-Sectional Stability
104(5)
10.5.1 Spatial Variations in Basin Water Level
104(1)
10.5.2 Comparison with Earlier Stability Analysis
105(1)
10.5.3 Effects of Basin Depth, Coriolis Acceleration, Radiation Damping and Basin Geometry
106(3)
10.6 Multiple Inlets
109(1)
11 Morphodynamic Modeling of Tidal Inlets Using a Process-Based Simulation Model
110(10)
11.1 Introduction
110(1)
11.2 Model Concept and Formulation
110(2)
11.3 Morphology of a Newly Opened Inlet
112(3)
11.4 Cross-Sectional Area -- Tidal Prism Relationship
115(3)
11.5 Limitations of Process-Based Morphodynamic Models
118(2)
12 Morphodynamic Modeling of Tidal Inlets Using an Empirical Model
120(19)
12.1 Introduction
120(1)
12.2 Modeling Concepts
120(1)
12.3 Ebb Delta Development at Ocean City Inlet
121(3)
12.3.1 Ocean City Inlet
121(1)
12.3.2 Schematization and Model Formulation
121(2)
12.3.3 Model Results
123(1)
12.4 Adaptation of the Frisian Inlet after Basin Reduction
124(11)
12.4.1 Frisian Inlet
124(1)
12.4.2 Schematization and Model Formulation
125(3)
12.4.3 Model Results
128(2)
12.4.4 Analytical Solution; Local and System Timescales
130(4)
12.4.5 Bumps and Overshoots
134(1)
12.5 Adaptation of an Inlet-Delta System Using a Diffusive Transport Formulation
135(3)
12.6 Limitations of Empirical Modeling
138(1)
13 River Flow and Entrance Stability
139(13)
13.1 Introduction
139(1)
13.2 Effect of River Flow on Basin Tide and Inlet Velocity
140(3)
13.3 Effect of River Flow on Cross-Sectional Stability of Selected Inlets
143(4)
13.3.1 Thuan An Inlet: A Permanently Open Inlet
143(2)
13.3.2 Wilson Inlet: A Seasonally Open Inlet
145(1)
13.3.3 Lake Conjola Inlet: An Intermittently Open Inlet
145(2)
13.4 A Morphodynamic Model for the Long-Term Evolution of an Inlet
147(3)
13.A Oszoy-Mehta Solution Including River Flow
150(2)
14 Engineering of Tidal Inlets
152(9)
14.1 Introduction
152(1)
14.2 Artificial Opening of a New Inlet
152(3)
14.3 Relocation of an Existing Inlet
155(1)
14.4 Dredging
156(1)
14.5 Sand Bypassing Plants
156(2)
14.6 Jetties; Jetty Length and Orientation
158(2)
14.7 Weir-Jetty Systems
160(1)
References 161(11)
Index 172
J. van de Kreeke is Emeritus Professor at the Rosenstiel School of Marine and Atmospheric Science, University of Miami, where his research focused on coastal engineering and estuarine and nearshore hydrodynamics. He has published extensively on tidal inlets and is the editor of Physics of Shallow Estuaries and Bays (1986). In 2004, Professor van de Kreeke received the Bob Dean Coastal Research Award from the Florida Shore and Beach Preservation Association for world-renowned research on tidal inlets. R. L. Brouwer, while at Technische Universiteit Delft, The Netherlands, wrote both his MSc and PhD theses on the subject of cross-sectional stability of double inlet systems. He continued working on this subject as a postdoctoral fellow and at the same time did pioneering work in deploying drones for coastal and inlet research. He has published several papers on double inlet systems in refereed journals and conference proceedings. Presently, he is employed as a senior researcher at Flanders Hydraulic Research in Antwerp, Belgium.
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