COASTAL PROTECTION: DESIGN MANUAL 26.2,/ DEPARTMENT OF THE NAVY

1. Introduction 1.1 Scope 1.2 Cancellations 1.3 Related criteria 1.4 General 1.4.1 Approaches 1.4.2 Wave classifications 1.5. Wave theory 1.6. Wave parameters 1.6.1 Definitions 1.6.2 Relative depth 1.6.3 Wavelength 1.7. Wave transformations 1.7.1 Wave shoaling 1.7.2 Wave refraction 1.7.3 Wave diffraction 1.7.4 Wave decay 1.7.5 Wave breaking 1.8. Metric equivalence chart 2. Design waves 2.1 General 2.2 Wave distribution 2.2.1 Significant wave height 2.2.2 Variations in period or direction 2.3 Wave hind-casting 2.3.1 Hind-cast parameters 2.3.2 Hind-casting procedure 2.3.3 Other considerations 2.4 Source for wave observation data 2.5 Extreme waves 2.6 Selection of design waves 2.6.1 Selection 2.6.2 Large projects 2.6.3 Wave-height variability 2.7 Metric equivalence chart 3. Basic planning 3.1 General 3.2 Environmental considerations 3.2.1 Discussion 3.2.2 Guidelines and standards 3.3 Functional design 3.4 Wave run-up 3.4.1 Definition 3.4.2 Calculation of run-up 3.5 Wave transmission 3.5.1 Design parameters 3.6 Wave reflection 3.6.1 Discussion 3.6.2 Calculation of reflection 3.7 Metric equivalence chart 4. Design of rubble-mound structures 4.1 General 4.2 Design 4.2.1 Armor units 4.2.2 Design considerations 4.3 Crest 4.3.1 Crest height 4.3.2 Crest width 4.4 Layer thickness 4.5 Number of armour units 4.6 Primary and secondary cover layers 4.7 Under-layers 4.9 Sacrificial toes 4.10 Core 4.11 Revetments 4.12 Metric equivalence chart 5. Wall design 5.1 Wave-induced forces on walls 5.1.1 General 5.1.2 Non-breaking waves 5.1.3 Breaking waves 5.1.4 Broken waves 5.1.5 Effect of angle of wave approach 5.1.6 Non-vertical walls 5.2 Uplift forces 5.2.1 General 5.2.2 Forces on Wales 6. Floating breakwaters 6.1 Description 6.2 Application 6.3 Design parameters 6.3.1 Wave transmission 6.3.2 Mooring forces 6.4 Metric equivalence chart 7. Wave forces on cylindrical piles 7.1 Introduction 7.2 Basic equations 7.2.1 Forces 7.2.2 Moments 7.2.3 Drag and inertial coefficients 7.3 Limiting wave height 7.4 Wave crest elevation 7.5 Case 1 - Maximum force on single pile of small , uniform diameter (preliminary design) 7.5.1 Range of application 7.5.2 Maximum drag force 7.5.3 Maximum moment 7.5.4 Reaction 7.6 Case 2 - Pile of intermediate uniform diameter ( preliminary design ) 7.6.1 Range of application 7.6.2 Maximum force 7.6.3 Maximum moment 7.6.4 Reaction 7.7 Case 3. - Maximum force on Single pile of small , non-uniform diameter ( preliminary design ) 7.7.1 Range of application 7.7.2 Force calculations 7.7.3 Maximum force 7.7.4 Maximum moment 7.7.5 Reaction 7.8. Case 4 - Wave force, at an arbitrary wave-phase angle, on single pile of intermediate , non-uniform diameter ( preliminary design ) 7.8.1 Range of application 7.8.2 Linear forces 7.8.3 Linear moments 7.8.4 Phases 7.8.5 Reaction 7.8.6 Example of application 7.9 Case 5 - Non-linear corrections for maximum wave forces on single pile of intermediate of non-uniform diameter ( final design ) 7.9.1 Definitions 7.9.2 Corrections due to non-linear free surface 7.9.3 Corrections of forces and moments due to non-linear velocity and acceleration fields 7.9.4 Total force and moment 7.9.5 Maximum values and phase 7.10 Case 6 - Forces and moments on a combination of piles 7.11 Case 7 - Bracing 7.11.1 General 7.11.2 Horizontal bracing 7.11.3 Angle bracing 7.12 Case 8 - Forces due to breaking waves 7.13 Metric equivalence chart

In English