scholarly journals COMPUTATIONAL MODELING OF A REGULAR WAVE TANK

2009 ◽  
Vol 8 (1) ◽  
pp. 44 ◽  
Author(s):  
M. N. Gomes ◽  
C. R. Olinto ◽  
L. A. O. Rocha ◽  
J. A. Souza ◽  
L. A. Isoldi

This paper presents two different numerical methodologies to generate regular gravity waves in a wave tank. We performed numerical simulations of wave generation through the FLUENT® package, using the Volume of Fluid (VOF) multiphase model to reproduce the wave propagation in the tank. Thus it was possible to analyze two methods for generating regular waves that could be used in future work, especially in the study of devices of energy conversion from ocean waves into electrical energy.

2021 ◽  
Vol 9 (8) ◽  
pp. 896
Author(s):  
Rafael P. Maciel ◽  
Cristiano Fragassa ◽  
Bianca N. Machado ◽  
Luiz A. O. Rocha ◽  
Elizaldo D. dos Santos ◽  
...  

This work presents a two-dimensional numerical analysis of a wave channel and a oscillating water column (OWC) device. The main goal is to validate a methodology which uses transient velocity data as a means to impose velocity boundary condition for the generation of numerical waves. To achieve this, a numerical wave channel was simulated using regular waves with the same parameters as those used in a laboratory experiment. First, these waves were imposed as prescribed velocity boundary condition and compared with the analytical solution; then, the OWC device was inserted into the computational domain, aiming to validate this methodology. For the numerical analysis, computational fluid dynamics ANSYS Fluent software was employed, and to tackle with water–air interaction, the nonlinear multiphase model volume of fluid (VOF) was applied. Although the results obtained through the use of discrete data as velocity boundary condition presented a little disparity; in general, they showed a good agreement with laboratory experiment results. Since many studies use regular waves, there is a lack of analysis with ocean waves realistic data; thus, the proposed methodology stands out for its capacity of using realistic sea state data in numerical simulations regarding wave energy converters (WECs).


Author(s):  
A. C. Mendes ◽  
F. P. Braga ◽  
L. M. A. Paredes ◽  
J. R. Chaplin

The Anaconda WEC belongs to a new generation of wave-energy converters that are currently on their way to reach a pre-commercial stage. It consists of a long rubber tube that is designed to float head to waves. The tube is filled with water and its stern is connected to a power take-off system (PTO). As a result of the interactions with the incoming ocean waves, the tube conveys internal pressure bulges whose intensity grows in the direction of the PTO. A pneumatic system is considered herein, in which electrical energy can be produced from a turbo-generator set. The present research focuses on the performance assessment of a free-floating Anaconda model with air-flow PTO. The results of a series of tests with a 1:50 scale physical model in wave-tank are presented and discussed. In this model the pneumatic chamber connects with the atmosphere through an orifice plate. Several calibrated orifices of different diameters have been tested. The tests were undertaken in regular waves that translate to waves of 7 to 14 seconds in full-scale. Pressure in the pneumatic chamber and the water-column oscillations in the shaft were monitored. They provide estimates of the extracted power and energy capture efficiency of the system. One of the aims of the study is to account for the effects of compressibility on the power output of the system, as well as properly assessing the impact of scale effects upon performance estimates. The results, presented as a function of the wave frequency, are ultimately used to predict prototype performance.


1968 ◽  
Vol 1 (11) ◽  
pp. 36 ◽  
Author(s):  
W.A. Price ◽  
K.W. Tomlinson ◽  
J.N. Hunt

The paper describes tests carried out m the laboratory and in the field in an attempt to discover whether a field of artificial seaweed placed offshore can promote an onshore transport of bed material and hence a build-up of beach levels. Tests in a wave tank showed that beach levels could be built up in this way - the effect of the seaweed being to increase the net drift of bed water m the direction of wave propagation i.e. towards the shore. The field trials were not as conclusive as was hoped, but nevertheless some build-up of beach levels did take place at a time when erosion of the beach due to many storms might have been anticipated. A simple hydrodynamic model is proposed to represent the effect of artificial seaweed on gravity waves. The model predicts increased wave attenuation and increased shoreward mass-transport consistent with the experimental results.


Author(s):  
Mohamed Shainee ◽  
Judson Decew ◽  
Bernt J. Leira ◽  
Harald Ellingsen ◽  
Arne Fredheim

Meeting the gap between food demand and availability is of grave concern, and open ocean or offshore mariculture is identified as a promising solution for reducing this gap. In a series of studies performed by the authors, an offshore cage design concept (i.e., a self-submersible single point mooring (SPM) cage concept) was developed and analyzed in regular waves with a following current. The results of previous studies are promising, but further analysis is needed to determine whether the cage system can perform effectively in oblique waves and currents. Hence, the current study extended numerical simulations to include waves and currents running in oblique directions and also analyzed the cage system in a following and adverse current. The results of the simulations indicate that in oblique waves and currents, and even in adverse currents (relative to the direction of wave propagation), the self-submersible SPM cage system shows good submergence characteristics such that it can be effectively used in an offshore environment.


Author(s):  
Zach Ballard ◽  
Brian Mann

The horizontal and vertical motions of a spherical buoy, excited by synthetic ocean waves within a wave flume, is numerically and experimentally investigated. First, fluid motion in the wave tank is described using Airy’s theory, and the forces on the buoy are determined using a modified form of Morison’s equation. The system is then studied statically in order to determine the effects of varying system parameters. Numerical simulations then use the governing equations to compare predicted motions with experimentally observed behavior.


Fluids ◽  
2021 ◽  
Vol 6 (6) ◽  
pp. 205
Author(s):  
Dan Lucas ◽  
Marc Perlin ◽  
Dian-Yong Liu ◽  
Shane Walsh ◽  
Rossen Ivanov ◽  
...  

In this work we consider the problem of finding the simplest arrangement of resonant deep-water gravity waves in one-dimensional propagation, from three perspectives: Theoretical, numerical and experimental. Theoretically this requires using a normal-form Hamiltonian that focuses on 5-wave resonances. The simplest arrangement is based on a triad of wavevectors K1+K2=K3 (satisfying specific ratios) along with their negatives, corresponding to a scenario of encountering wavepackets, amenable to experiments and numerical simulations. The normal-form equations for these encountering waves in resonance are shown to be non-integrable, but they admit an integrable reduction in a symmetric configuration. Numerical simulations of the governing equations in natural variables using pseudospectral methods require the inclusion of up to 6-wave interactions, which imposes a strong dealiasing cut-off in order to properly resolve the evolving waves. We study the resonance numerically by looking at a target mode in the base triad and showing that the energy transfer to this mode is more efficient when the system is close to satisfying the resonant conditions. We first look at encountering plane waves with base frequencies in the range 1.32–2.35 Hz and steepnesses below 0.1, and show that the time evolution of the target mode’s energy is dramatically changed at the resonance. We then look at a scenario that is closer to experiments: Encountering wavepackets in a 400-m long numerical tank, where the interaction time is reduced with respect to the plane-wave case but the resonance is still observed; by mimicking a probe measurement of surface elevation we obtain efficiencies of up to 10% in frequency space after including near-resonant contributions. Finally, we perform preliminary experiments of encountering wavepackets in a 35-m long tank, which seem to show that the resonance exists physically. The measured efficiencies via probe measurements of surface elevation are relatively small, indicating that a finer search is needed along with longer wave flumes with much larger amplitudes and lower frequency waves. A further analysis of phases generated from probe data via the analytic signal approach (using the Hilbert transform) shows a strong triad phase synchronisation at the resonance, thus providing independent experimental evidence of the resonance.


2018 ◽  
Vol 170 ◽  
pp. 89-99 ◽  
Author(s):  
Fábio M. Marques Machado ◽  
António M. Gameiro Lopes ◽  
Almerindo D. Ferreira

1984 ◽  
Vol 1 (19) ◽  
pp. 186
Author(s):  
Daniel L. Behnke ◽  
Frederic Raichlen

An extensive program of stability experiments in a highly detailed three-dimensional model has recently been completed to define a reconstruction technique for a damaged breakwater (Lillevang, Raichlen, Cox, and Behnke, 1984). Tests were conducted with both regular waves and irregular waves from various directions incident upon the breakwater. In comparison of the results of the regular wave tests to those of the irregular wave tests, a relation appeared to exist between breakwater damage and the accumulated energy to which the structure had been exposed. The energy delivered per wave is defined, as an approximation, as relating to the product of H2 and L, where H is the significant height of a train of irregular waves and L is the wave length at a selected depth, calculated according to small amplitude wave theory using a wave period corresponding to the peak energy of the spectrum. As applied in regular wave testing, H is the uniform wave height and L is that associated with the period of the simple wave train. The damage in the model due to regular waves and that caused by irregular waves has been related through the use of the cumulative wave energy contained in those waves which have an energy greater than a threshold value for the breakwater.


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