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1.

図書

図書
横井増治著
出版情報: 金沢 : 科學技術社, 1950.2-1950.11  2冊 ; 22cm
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2.

図書

図書
organized by the Chinese Institute of Hydraulic Engineering and cosponsored by the International Association for Hydraulic Research ; edited by Billy L. Edge
出版情報: New York : American Society of Civil Engineers, c1987  3 v. (2796 p.) ; 23 cm
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3.

図書

図書
sponsored by Port and Harbour Research Institute, Ministry of Transport, Coastal Development Institute of Technology ; under the auspices of the Japan Society of Civil Engineers, Yokosuka City
出版情報: [Tokyo] : Coastal Development Institute of Technology, c1994  2 v. ; 26 cm
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4.

図書

図書
organized by the Colegio de ingenieros de Caminos, Canales y Puertos de Espana ... [et al.] ; edited by Billy L. Edge
出版情報: New York : American Society of Civil Engineers, c1989  3 v. (3009 p.) ; 23 cm
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5.

図書

図書
「防食工法の新しい維持管理」編集委員会編
出版情報: 東京 : 防食・補修工法研究会, 2012.12  140p ; 26cm
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6.

図書

図書
Vallam Sundar, S. A. Sannasiraj
出版情報: Singapore : World Scientific, c2019  xv, 345 p. ; 24 cm
シリーズ名: Advanced series on ocean engineering ; v. 47
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目次情報: 続きを見る
Preface
Introduction / 1:
Background / 1.1:
Behaviour of Waves / 1.2:
Shoaling / 1.2.1:
Refraction / 1.2.2:
Diffraction / 1.2.3:
Breaking / 1.2.4:
Reflection / 1.2.5:
The Indian Coast / 1.3:
General / 1.3.1:
Tamil Nadu / 1.3.2:
Kerala / 1.3.3:
Summary / 1.4:
References
Characteristics and Motion of Sediments / 2:
Sediment Classification / 2.1:
Particle Size / 2.3:
Soil classification / 2.3.1:
Plasticity / 2.4:
Shape / 2.5:
Fall Velocity (vf) / 2.6:
Angle of Repose / 2.7:
Effect of Temperature / 2.8:
Effect of Sediment Concentration / 2.9:
Effect of Turbulence / 2.10:
Permeability and Porosity / 2.11:
Bulk Creep / 2.12:
Sediment Motion / 2.13:
Incipient sediment motion / 2.13.1:
Liquefaction of Sands / 2.14:
Soil types susceptible to liquefaction / 2.14.1:
Shields Curve / 2.15:
Sediment Transport / 3:
Modes of Sediment Transport / 3.1:
Description of the threshold of movement / 3.2.1:
Load transport general approach / 3.2.3:
Littoral Transport / 3.3:
Definitions / 3.3.1:
Driving Forces / 3.5:
Radiation Stresses / 3.6:
Cross-shore Sediment Transport / 3.7:
Longshore Sediment Transport / 3.8:
Nearshore currents responsible for sediment transport / 3.8.1:
Phenomena of littoral drift / 3.8.2:
Estimating longshore transport / 3.8.3:
CERC method / 3.8.4:
Calculation of Pis using LEO data / 3.8.5:
Method of Kamphuis [1991] / 3.8.6:
Sediment distribution across the surf zone / 3.8.7:
Van Rijn method / 3.8.8:
Sediment Cell Concept and Its Application / 3.9:
Sediment Transport During Extreme Events / 3.10:
Case study / 3.10.1:
Effect of sedimentation during extreme events / 3.10.3:
Coastal Erosion and Protection Measures Including Case Studies / 4:
Erosion Process / 4.1:
Causes for Coastal Erosion / 4.3:
Strategy for Coastal Protection / 4.4:
Coastal Protection Measures / 4.5:
Hard measures / 4.5.1:
Hard structures / 4.5.2.1:
Soft structures / 4.5.2.2:
Soft measures / 4.5.3:
Beach nourishment / 4.5.3.1:
Placement-of sand and borrow site / 4.5.3.2:
Methods / 4.5.3.3:
Vegetation cover / 4.5.3.4:
Case Studies / 4.6:
Concept generation / 4.6.1:
Tamil Nadu (groin field) / 4.6.2:
North of Chennai Harbour (transitional groin field) / 4.6.2.1:
Vaan Island (submerged artificial reefs) / 4.6.2.2:
Kerala coast / 4.6.3:
Behaviour of seawalls prior to and after 2008 / 4.6.3.1:
Failure of seawalls / 4.6.3.3:
Behaviour of groin fields / 4.6.3.4:
Artificial beach nourishment / 4.6.3.5:
Geosynthetic products as coastal protection measure / 4.6.3.6:
Assessment of Hard and Soft Measures / 4.7:
Tidal Inlets / 4.8:
Tidal flushing / 4.8.1:
Stability of an inlet / 4.8.3:
Stabilisation of tidal inlets / 4.8.4:
Crater - Sink sand transfer system / 4.8.5:
Case Studies on Tidal Inlets / 4.9:
Rubble Mound Structures / 5:
Types of Breakwaters / 5.1:
Criteria for Breakwater Selection / 5.3:
Design Principles of Rubble Mound Structures / 5.4:
Concrete Armour Layer Units / 5.5:
Randomly placed armour units - stability factors weight and interlocking / 5.5.1:
Kolos / 5.6:
Dolos vs. Kolos / 5.6.1:
Finite element model / 5.6.3:
Results of analysis / 5.6.4:
Stability of CAUs / 5.7:
Damage assessment / 5.7.1:
Number of units method / 5.7.2:
Wave Run-up and Overtopping / 6:
Wave Run-up / 6.1:
Recent run-up equation / 6.2.1:
Wave Overtopping / 6.3:
Calculation of overtopping rates / 6.3.1:
Complex slopes / 6.3.3:
Designing for overtopping / 6.3.4:
Scour Around Marine Structures / 6.4:
Mechanism of Scour / 7.1:
Fluid mechanism of scour / 7.2.1:
Scour due to steady current / 7.2.3:
Scour due to waves / 7.2.4:
Scour due to simultaneous action of waves and current / 7.2.5:
Sediment Dynamics of Scour / 7.3:
Types of Scour / 7.4:
General scour / 7.4.1:
Local scour / 7.4.3:
Degradation scour / 7.4.4:
Boat scour / 7.4.5:
High-head scour / 7.4.6:
Global or dishpan scour / 7.4.7:
Scour Failures and Evolution / 7.5:
Scour Due to Vertical Walls / 7.6:
Pipelines / 7.7:
Scour around pipelines / 7.7.1:
Scour around pipelines due to current action / 7.7.3:
Scour due to waves and currents / 7.7.4:
Maximum Scour Depth / 7.8:
Scour Protection / 7.9:
Rip rap rock fill / 7.9.1:
Protective mattress / 7.9.3:
Buried toe / 7.9.4:
Sand bags or grout filled bags / 7.9.5:
Concrete grout / 7.9.6:
Structural improvements / 7.9.7:
Bed Shear Stress / 7.10:
Bed shear stress due to waves / 7.10.1:
Current related bed shear stress / 7.10.2:
Combined wave and current shear stress / 7.10.3:
Design of Coastal Structures / 8:
Non-breaking Wave Forces / 8.1:
Wave Forces on Walls and Rubble Mound Structures / 8.3:
Rubble mound structures / 8.3.1:
Pressure distribution on an overtopped wall / 8.3.2:
Minikin's method for a wall on a low rubble mound / 8.3.3:
Wall of rubble foundation / 8.3.4:
Breaking wave forces on vertical walls / 8.3.5:
Wall on a rubble mound / 8.3.6:
Wall of low height / 8.3.7:
Goda's Method of Breaking Wave Force (1974) / 8.4:
Armour layer / 8.5:
Underlayer / 8.5.3:
Core layer / 8.5.4:
Toe mound / 8.5.5:
Thickness of armour and underlayer / 8.5.6:
Crest elevation / 8.5.7:
Filter layer / 8.5.8:
Vertical and Composite Structures / 8.6:
Retaining Structures / 8.7:
Gravity retaining walls / 8.7.1:
Sheet pile walls / 8.7.2:
Anchored earth structures / 8.7.3:
Marine Piled Structures / 8.8:
Problems / 8.9:
Physical Modeling / 9:
Dimensional Analysis / 9.1:
Rayleigh's method / 9.2.1:
Buckingham's pi theorem / 9.2.3:
Model Analysis / 9.3:
Complete similarity / 9.3.1:
Applications of model analysis / 9.3.3:
Principles of Similitude / 9.4:
Similitude in hydrodynamic problems / 9.4.1:
Types of similitude / 9.4.3:
Scale Effects / 9.5:
Model Laws / 9.6:
Numerical Modelling / 9.7:
Need for Numerical Models / 10.1:
Mathematical Description of Flows: Governing Equations / 10.3:
Continuity equation / 10.3.1:
Momentum equation / 10.3.2:
Discretization / 10.4:
Discretization techniques / 10.4.1:
Finite difference method (FDM) / 10.4.1.1:
Finite volume method (FVM) / 10.4.1.2:
Finite element method (FEM) / 10.4.1.3:
Numerical Wave Modelling / 10.5:
Wave spectral models / 10.5.1:
Test case: Wave propagation over constant depth bathymetry / 10.5.2:
Test case: Wave prediction over Bay of Bengal during a cyclone / 10.5.3:
Mild-Slope Equation (MSE) Wave Models / 10.6:
Solution of MSE / 10.6.1:
Boussinesq Approximation / 10.7:
Boussinesq equations / 10.7.1:
Shallow-water equation wave models / 10.7.2:
Index
Preface
Introduction / 1:
Background / 1.1:
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