Engineering
Model Test
100%
Two Dimensional
26%
Regular Wave
24%
Physical Model
22%
Three-Dimensional Models
22%
Reflected Component
22%
Applicability
22%
Dimensional Model
22%
Crest Width
19%
Armour Layer
17%
Absorption System
15%
Permeability Factor
15%
Shallower
15%
Model Law
12%
Froude Model
12%
Reflected Wave
11%
Rubble Mound Structure
11%
Slope Angle
10%
Wave Height
10%
Hydraulics
8%
Overtopping Discharge
7%
Reference Case
7%
Design Guideline
7%
Hydraulics Model
7%
Breakwater
7%
Upper Limit
7%
Dimensionless
7%
Design Parameter
7%
Climate Change
7%
Wave Reflection
7%
Desk Study
7%
Dimensionless Parameter
7%
Numerical Model
7%
Test Result
6%
Harmonics
6%
Roundhead
5%
Keyphrases
Breakwater
35%
Cubipod
22%
Permeability Factor
17%
Overtopping
16%
Two Dimensional Model
15%
Three Dimensional Model
15%
Test Optimization
15%
Test Verification
15%
Aalborg
14%
Model Law
12%
Model Test Study
12%
Physical Model Test
11%
EurOtop
10%
Rubble Mound Breakwater
9%
Trunk
8%
Froude
8%
Rock Armour
7%
Berm Breakwater
7%
Nonlinear Regular Wave
7%
Caisson Breakwater
7%
Crest Length
7%
Long Waves
7%
Dominican Republic
7%
Separation Techniques
7%
Inconvenience
7%
Wave Stability
7%
Highly Nonlinear
7%
Rubble Mound Structure
7%
Relative Water Depth
7%
Toe Erosion
7%
Reflection Separation
7%
Model-based Testing
7%
Climate Change
7%
Nonlinear Irregular Waves
7%
Wavemaker Theory
7%
Bound Waves
7%
Water-rock
7%
Discharge Prediction
7%
Wave Overtopping
5%
Armour Stability
5%
Freeboard Height
5%
Earth and Planetary Sciences
Model Test
60%
Nonlinear Wave
36%
Overtopping
30%
Port
22%
Rock Armor
17%
Shallow Water
17%
Reflected Wave
15%
Bathymeter
10%
Wave Height
8%
Slope Angle
7%
Shoaling Wave
7%
Desk Study
7%
Climate Change
7%
Dominican Republic
7%
Water Wave
7%
Breakwater
7%
Harmonics
7%
Denmark
7%
Wave Function
7%
Energy Flux
5%