Keyphrases
Temporal Evolution
100%
Local Scour
100%
Morphodynamic Modelling
100%
Bridge pier
100%
Scouring Process
50%
Quasi-steady State
33%
High Energy
16%
Viscosity
16%
Mathematical Model
16%
Physical Model
16%
Equilibrium Condition
16%
Miller
16%
Equilibrium Value
16%
Energy Dissipation
16%
Equation Set
16%
Free Vortex
16%
Nonlinear Equations
16%
Lowest Energy State
16%
Equilibrium Behavior
16%
Physical Limits
16%
Chaotic System
16%
Dimensionless Model
16%
Simple Calculation
16%
Maximum Scour Depth
16%
Upstream Face
16%
Horseshoe Vortex
16%
Equilibrium Time
16%
Clear-water Flows
16%
Melville
16%
Batchelor's
16%
Quasi-chaotic
16%
Passive Movement
16%
Reduced Physical Model
16%
Total Derivative
16%
Final Conditions
16%
Crumbling
16%
Catalonia
16%
Depth-time
16%
Engineering
Temporal Evolution
100%
Local Scour
100%
Bridge Piers
100%
Physical Model
33%
Quasi Steady State
33%
Energy Engineering
16%
Fluid Viscosity
16%
Dimensionless
16%
Starting Point
16%
Equilibrium Condition
16%
Linear Equation
16%
Mathematical Model
16%
Lower Energy State
16%
Scour Depth
16%
Simple Calculation
16%
Horseshoe Vortex
16%
Batchelor
16%
Free Vortex
16%
Final Condition
16%