Dedication |
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v | |
Foreword |
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vii | |
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Foreword |
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xi | |
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Preface |
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xiii | |
Part 1 Geomorphic And Global Aspects |
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1 | (214) |
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1 Development in Coastal Geomorphology |
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3 | (32) |
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3 | (3) |
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1.2 Scopes of Geomorphology |
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6 | (3) |
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1.3 Brief History of Geomorphology |
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9 | (6) |
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1.4 Brief History of Coastal Geomorphology |
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15 | (5) |
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1.5 Physical Classification of Coasts |
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20 | (3) |
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1.6 Contemporary Approach to Coastal Systems |
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23 | (7) |
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1.6.1 Morphodynamic approaches |
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25 | (1) |
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1.6.2 Geomorphic engineering |
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26 | (4) |
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30 | (5) |
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35 | (86) |
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35 | (3) |
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2.2 Wave Generation and Forecasting/Hindcasting |
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38 | (32) |
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2.2.1 Wave generation by storms |
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42 | (7) |
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2.2.2 Waves in dispersal area |
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49 | (3) |
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2.2.3 Wave statistics and parametric methods |
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52 | (8) |
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2.2.4 Wave energy spectral methods for deep water |
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60 | (4) |
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2.2.5 Waves infinite depths |
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64 | (6) |
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70 | (18) |
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72 | (9) |
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81 | (2) |
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2.3.3 Short-crested waves |
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83 | (5) |
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88 | (17) |
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89 | (2) |
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2.4.2 Combined refraction and shoaling |
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91 | (7) |
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98 | (5) |
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103 | (2) |
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105 | (11) |
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2.5.1 Wave set-down and set-up |
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105 | (2) |
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107 | (4) |
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2.5.3 Longshore and cross-shore currents |
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111 | (2) |
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2.5.4 Nearshore circulation, rip currents and undertow |
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113 | (3) |
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116 | (5) |
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3 Global Aspects of Beaches |
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121 | (94) |
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121 | (2) |
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3.2 Coastal Environment, Wave Climate and Wave Roses |
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123 | (4) |
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3.3 Global Aspects of Swell and Shoreline Orientation |
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127 | (6) |
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3.4 Morphodynamic Aspects of Beaches |
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133 | (6) |
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3.4.1 Coastal lithology and subaerial climate |
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133 | (1) |
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3.4.2 Pleistocene inheritance and past sea level change |
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134 | (1) |
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3.4.3 Constructional landforms |
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135 | (4) |
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3.5 Variability in Sea Levels |
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139 | (17) |
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3.5.1 Tides and water levels |
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140 | (8) |
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3.5.2 Micro-, meso- and macro-tidal conditions |
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148 | (1) |
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149 | (1) |
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150 | (6) |
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3.6 Depth of Closure (DoC) |
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156 | (6) |
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3.7 Littoral Cells and Sediment Budget |
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162 | (5) |
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3.8 Terminology of Coastal Zones |
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167 | (5) |
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3.9 Beach and Dune Sediment Grain Sizes |
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172 | (11) |
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3.10 Beach Profile Variability and Equilibrium |
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183 | (26) |
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3.10.1 Swell-built beach profile |
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184 | (2) |
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3.10.2 Storm-built beach profile |
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186 | (4) |
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3.10.3 Bar characteristics in large wave tank tests |
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190 | (9) |
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3.10.4 Bar characteristics in field conditions |
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199 | (7) |
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206 | (3) |
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3.11 Equilibrium Beach Concept |
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209 | (6) |
Part 2 Empirical Approaches |
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215 | (196) |
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4 Geomorphic Characteristics of Headland-Bay Beaches |
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217 | (60) |
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217 | (3) |
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4.2 Geological Inheritance in Embayed Coasts |
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220 | (6) |
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4.3 Wave Refraction and Diffraction on Embayed Coasts |
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226 | (3) |
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4.4 Planforms of Headland-Bay Beaches (HBBs) |
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229 | (11) |
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4.4.1 Simple bay with single curvature |
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230 | (2) |
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4.4.2 Concave bay in double curvatures |
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232 | (1) |
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4.4.3 Inlet spit sheltered behind headland |
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233 | (2) |
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4.4.4 Salient and tombolo |
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235 | (5) |
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240 | (2) |
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4.6 Beach Planform Rotation |
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242 | (9) |
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4.7 Headland Bypassing of Sediment |
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251 | (9) |
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260 | (10) |
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270 | (7) |
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5 Empirical Bay Shape Equations |
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277 | (76) |
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277 | (2) |
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5.2 Bay Shape Models for Mixed Stability |
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279 | (11) |
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5.2.1 Parabolic equation (excluding headland) |
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280 | (1) |
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5.2.2 Logarithmic equation |
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281 | (4) |
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5.2.3 Hyperbolic-tangent equation |
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285 | (3) |
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5.2.4 Artificial neural network |
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288 | (2) |
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5.3 Parabolic Bay Shape Model for Static Equilibrium |
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290 | (36) |
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5.3.1 Early model tests at AIT, Bangkok |
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290 | (13) |
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5.3.2 Developing a predictive empirical model |
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303 | (7) |
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5.3.3 Parabolic bay shape equation - Parabolic model |
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310 | (5) |
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5.3.4 Revising C using downdrift boundary conditions |
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315 | (8) |
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5.3.5 Recalibrating C coefficients using prototype data |
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323 | (3) |
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5.4 Comparison Between Different Bay Shape Models |
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326 | (4) |
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5.5 Determining Downdrift Control Point and Wave Obliquity |
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330 | (11) |
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330 | (7) |
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5.5.2 Mean wave energy flux approach |
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337 | (4) |
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5.6 Research in Dynamic Equilibrium Bay Shape |
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341 | (12) |
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5.6.1 Experimental study at AIT |
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342 | (5) |
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5.6.2 Mean wave energy flux method from IHCantabria |
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347 | (6) |
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6 Empirical and Numerical Software Tools |
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353 | (58) |
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353 | (5) |
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358 | (12) |
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6.2.1 Background information |
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358 | (1) |
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6.2.2 Development of MEPBAY |
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359 | (3) |
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6.2.3 Applications of MEPBAY |
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362 | (8) |
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370 | (18) |
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6.3.1 Background information |
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370 | (1) |
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6.3.2 Wave phase potential and predominant wave direction |
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370 | (6) |
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6.3.3 MeePaSoL - a MATLAB-based GUI model |
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376 | (2) |
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6.3.4 Applications of MeePaSoL |
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378 | (10) |
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6.4 SMC (Coastal Modeling System) |
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388 | (19) |
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388 | (4) |
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6.4.2 General structure of SMCE |
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392 | (5) |
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397 | (1) |
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6.4.4 SMCE implementation and distribution |
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398 | (1) |
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6.4.5 Case study at Massaguacu Beach in Brazil |
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399 | (8) |
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407 | (4) |
Part 3 Engineering Applications |
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411 | (296) |
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7 Shore Protection Methods |
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413 | (88) |
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413 | (4) |
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7.2 Causes of Beach Erosion |
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417 | (2) |
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7.3 Do Nothing and Managed Retreat |
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419 | (4) |
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7.4 Hard Shore Protection |
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423 | (17) |
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423 | (4) |
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427 | (6) |
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7.4.3 Detached breakwaters |
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433 | (5) |
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438 | (2) |
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7.5 Soft Shore Protection |
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440 | (13) |
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441 | (8) |
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7.5.2 Submerged groins, breakwaters and berms |
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449 | (2) |
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451 | (2) |
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7.6 Comparison Between Hard and Soft Options |
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453 | (3) |
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456 | (15) |
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7.8 Beach Renourishment in Florida |
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471 | (4) |
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7.9 Around North West Mediterranean Sea |
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475 | (20) |
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477 | (5) |
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482 | (2) |
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484 | (4) |
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488 | (5) |
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493 | (2) |
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7.10 Pattaya Beach Nourishment |
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495 | (6) |
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7.10.1 Historical background |
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495 | (2) |
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497 | (4) |
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8 Coastal Ports and Harbors |
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501 | (38) |
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501 | (4) |
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8.2 Classification of Harbor Breakwater Layouts |
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505 | (3) |
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8.3 Beach Erosion Downdrift of Harbors in Japan and Taiwan |
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508 | (6) |
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8.4 Effect of Harbor Extension on Downdrift Beaches |
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514 | (11) |
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514 | (6) |
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8.4.2 Iwafune Harbor, Japan |
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520 | (5) |
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8.5 Analysis of Beach Stability for Harbors in Korea |
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525 | (4) |
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8.6 Geomorphic Role of Breakwater Tip in Beach Planform |
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529 | (10) |
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8.6.1 Effect of relocating updrift control point |
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529 | (2) |
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8.6.2 Mitigating downdrift beach erosion |
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531 | (4) |
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535 | (4) |
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9 Static Bay Beach Concept for Shoreline Management |
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539 | (86) |
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539 | (2) |
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9.2 Headland Control Aiding Nature for Sustainable Beaches |
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541 | (6) |
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9.3 Applications of Empirical Parabolic Model |
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547 | (16) |
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9.3.1 Verification of natural bay beach stability |
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548 | (3) |
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9.3.2 Verification of artificial bay beach stability |
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551 | (4) |
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9.3.3 EIA for effects of harbor breakwaters and jetties |
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555 | (5) |
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9.3.4 Beach restoration, recreation and shore protection |
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560 | (3) |
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9.4 Salient and Tombolo Behind Detached Breakwaters |
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563 | (20) |
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9.4.1 Formation of salient and tombolo |
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563 | (2) |
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9.4.2 Single detached breakwaters |
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565 | (9) |
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9.4.3 Multiple detached breakwaters |
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574 | (9) |
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9.5 Uda Model for Predicting 3-D Beach Changes |
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583 | (9) |
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584 | (2) |
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9.5.2 Procedure for numerical method |
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586 | (1) |
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9.5.3 Application to Kemigawa beach |
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587 | (5) |
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9.6 The Role of Headland in Shoreline Management |
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592 | (14) |
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9.6.1 Scopes of coastal zone management |
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593 | (2) |
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9.6.2 Geometry of headlands |
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595 | (10) |
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9.6.3 Concluding remarks on headland geometry |
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605 | (1) |
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606 | (8) |
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9.8 The Role of Coastal Scientists, Engineers and Managers |
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614 | (4) |
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9.9 Shirarahama Beach Preservation, Japan |
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618 | (7) |
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9.9.1 Historic background |
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618 | (3) |
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9.9.2 Academic research at DPRI, Kyoto University |
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621 | (2) |
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9.9.3 Implementation and outcome |
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623 | (2) |
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10 Case Studies and Engineering Applications |
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625 | (82) |
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625 | (2) |
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10.2 Land Reclamation and Headland Control in Singapore |
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627 | (15) |
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10.2.1 Land reclamation in Singapore |
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627 | (5) |
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10.2.2 First headland control applying embayed beaches |
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632 | (5) |
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10.2.3 Creating headland-bay beaches in static equilibrium |
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637 | (5) |
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10.3 Beach Restoration on Reethi Rah in the Maldives |
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642 | (13) |
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10.3.1 A rescue operation with limited time |
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642 | (2) |
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10.3.2 On site planning and construction of shorelines |
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644 | (10) |
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10.3.3 Mission accomplished |
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654 | (1) |
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10.4 Gangmun Beach, Korea |
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655 | (14) |
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10.4.1 Geographical and historical setting |
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655 | (2) |
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10.4.2 Engineering design |
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657 | (9) |
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666 | (3) |
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10.5 Porto Beach in Imbituba, Brazil |
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669 | (13) |
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669 | (1) |
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10.5.2 Breakwater construction and shoreline evolution |
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670 | (4) |
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10.5.3 Applying parabolic model to Porto Beach |
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674 | (8) |
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10.6 Poniente Beach in Gijon, Spain |
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682 | (10) |
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10.6.1 Design requirements |
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682 | (3) |
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685 | (2) |
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10.6.3 Long-term design of Poniente Beach |
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687 | (3) |
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10.6.4 Very long-term evaluation of Poniente Beach |
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690 | (2) |
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10.7 Sizihwan Beach in Kaohsiung, Taiwan |
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692 | (15) |
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692 | (1) |
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10.7.2 Planning of beach restoration at Sizihwan |
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693 | (5) |
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10.7.3 Construction in progress |
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698 | (6) |
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10.7.4 Post-monitoring and concluding remarks |
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704 | (3) |
Appendix A: Tropical Cyclone Classifications and Naming |
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707 | (12) |
Appendix B: Images of 49 HBBs for Verifying and Revising C Coefficients |
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719 | (8) |
Appendix C: Guide to Download and Apply MEPBAY 3.0 |
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727 | (10) |
References |
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737 | (38) |
Index |
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775 | |