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Numerical Analysis to Design a Hydraulic-Control Wave-Maker (HCW)
for the Study of Oceanographic Flows
Haeng Sik Ko1, Patrick J. Lynett1 1 Department of Civil and Environmental Engineering, University of Southern California, Los Angeles, CA
− Piston type (Flux limitation)
− Pump type (Pulsation problem)
− a/h=0.05 (left): a/h=0.3 (right) − Reflection coefficient: 4.76% (a/h=0.05) & 2.56% (a/h=0.3)
− a/h=0.05 (left): a/h=0.3 (right) − Reflection coefficient: 4.78% (a/h=0.05) & 2.10% (a/h=0.3)
2) Optimized baffle: a/h=0.01, kh=1
Absorbing wave reflection 2 − Extract horizontal velocity data any point − The data averaged and applied along outlet boundary − Using wave celerity, time shifting is computed
Absorbing wave reflection 1 − Extract horizontal velocity data near outlet boundary
(Experimentally this would be done in real time with ADV) − The data averaged and applied along outlet boundary
(Experimental radiation boundary condition)
3) Optimized baffle: a/h=0.05, kh=0.1
Sensitivity analysis − Baffle length, number
and position
4) Optimized baffle: a/h=0.05, kh=1
1) Optimized baffle: a/h=0.01, kh=0.1
Design of the optimized baffle − 10 baffles are located over wave amplitude range
of a/h=0.05 − Baffle length: 0.05m
2) Baffle number & position (a/h=0.05, kh=1) − To create various amplitude wave, lots of baffles should be
positioned
INTRODUCTION
Motivation − The lack of experimental studies with respect to complex
oceanographic flows: Nonlinear & multi-scale physics
− General wave-maker techniques (Dean & Dalrymple, 1991) have been used, based on dispersive & shallow water theory, linear to weakly nonlinear waves theory
Objective of HCW − Develop new experimental device to study multi-scale and
vertically-variable oceanographic flows − Design HCW by numerical analysis (OpenFOAM® )
1) Ability of wave generation and absorption: Compared to analytical solution 2) Optimized HCW:
Sensitivity analysis
METHODOLOGY
HCW system − Inlet and outlet boundaries: a set of vertical baffles − Each baffle connected to an individual pump − The controllable vertical distribution of flow − Horizontal particle velocities along water depth are averaged
over each baffle height − The averaged velocities are imposed at each baffle as inlet
condition
− Any arbitrary flow can be reasonably created
− Different sets of baffles can be connected to different reservoirs to create vertical density profiles
SENSITIVITY ANALYSIS
SENSITIVITY ANALYSIS RESULTS AND ANALYSES
1) Baffle length (a/h=0.05, kh=1, 3 inlet case)
− Baffle length ranges from 0.05 to 0.3
RESULTS AND ANALYSES
SUMMARY
− A new method of wave generation and absorption by using HCW is verified through numerical analysis.
− The optimized design of HCW is found through sensitivity analyses, such baffle length, number and position.
− Preliminary results using a small-scale physical model of a HCW will be presented.
REFERENCES
1. R. Dean, R. Dalrymple, (1991) Water Wave Mechanics for Engineers and Scientists, World Scientific.
FUTURE WORK