Alan Henry
Queen's University Belfast
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ASME 2012 31st International Conference on Ocean, Offshore and Arctic Engineering | 2012
Darragh Clabby; Alan Henry; Matthew Folley; Trevor Whittaker
The power output from a wave energy converter is typically predicted using experimental and/or numerical modelling techniques. In order to yield meaningful results the relevant characteristics of the device, together with those of the wave climate must be modelled with sufficient accuracy.The wave climate is commonly described using a scatter table of sea states defined according to parameters related to wave height and period. These sea states are traditionally modelled with the spectral distribution of energy defined according to some empirical formulation. Since the response of most wave energy converters vary at different frequencies of excitation, their performance in a particular sea state may be expected to depend on the choice of spectral shape employed rather than simply the spectral parameters. Estimates of energy production may therefore be affected if the spectral distribution of wave energy at the deployment site is not well modelled. Furthermore, validation of the model may be affected by differences between the observed full scale spectral energy distribution and the spectrum used to model it.This paper investigates the sensitivity of the performance of a bottom hinged flap type wave energy converter to the spectral energy distribution of the incident waves. This is investigated experimentally using a 1:20 scale model of Aquamarine Power’s Oyster wave energy converter, a bottom hinged flap type device situated at the European Marine Energy Centre (EMEC) in approximately 13m water depth. The performance of the model is tested in sea states defined according to the same wave height and period parameters but adhering to different spectral energy distributions.The results of these tests show that power capture is reduced with increasing spectral bandwidth. This result is explored with consideration of the spectral response of the device in irregular wave conditions. The implications of this result are discussed in the context of validation of the model against particular prototype data sets and estimation of annual energy production.Copyright
ASME 34th International Conference on Ocean, Offshore and Arctic Engineering ( 2015 ) | 2015
Alan Henry; Thomas Abadie; Jonathan Nicholson; Alan McKinley; Olivier Kimmoun; Frédéric Dias
The accurate definition of the extreme wave loads which act on offshore structures represents a significant challenge for design engineers and even with decades of empirical data to base designs upon there are still failures attributed to wave loading. The environmental conditions which cause these loads are infrequent and highly non-linear which means that they are not well understood or simple to describe. If the structure is large enough to affect the incident wave significantly further non-linear effects can influence the loading. Moreover if the structure is floating and excited by the wave field then its responses, which are also likely to be highly non-linear, must be included in the analysis. This makes the description of the loading on such a structure difficult to determine and the design codes will often suggest employing various tools including small scale experiments, numerical and analytical methods, as well as empirical data if available.Wave Energy Converters (WECs) are a new class of offshore structure which pose new design challenges, lacking the design codes and empirical data found in other industries. These machines are located in highly exposed and energetic sites, designed to be excited by the waves and will be expected to withstand extreme conditions over their 25 year design life. One such WEC is being developed by Aquamarine Power Ltd and is called Oyster. Oyster is a buoyant flap which is hinged close to the seabed, in water depths of 10 to 15m, piercing the water surface. The flap is driven back and forth by the action of the waves and this mechanical energy is then converted to electricity.It has been identified in previous experiments that Oyster is not only subject to wave impacts but it occasionally slams into the water surface with high angular velocity. This slamming effect has been identified as an extreme load case and work is ongoing to describe it in terms of the pressure exerted on the outer skin and the transfer of this short duration impulsive load through various parts of the structure.This paper describes a series of 40th scale experiments undertaken to investigate the pressure on the face of the flap during the slamming event. A vertical array of pressure sensors is used to measure the pressure exerted on the flap. Characteristics of the slam pressure such as the rise time, magnitude, spatial distribution and temporal evolution are revealed. Similarities are drawn between this slamming phenomenon and the classical water entry problems, such as ship hull slamming. With this similitude identified, common analytical tools are used to predict the slam pressure which is compared to that measured in the experiment.Copyright
ASME 2014 33rd International Conference on Ocean, Offshore and Arctic Engineering | 2014
Yanji Wei; Alan Henry; Olivier Kimmoun; Frédéric Dias
Bottom hinged Oscillating Wave Surge Converters (OWSCs) are efficient devices for extracting power from ocean waves. There is limited knowledge about wave slamming on such devices. This paper deals with numerical studies of wave slamming on an oscillating flap to investigate the mechanism of slamming events. In our model, the Navier–Stokes equations are discretized using the Finite Volume method with the Volume of Fluid (VOF) approach for interface capturing. Waves are generated by a flap-type wave maker in the numerical wave tank, and the dynamic mesh method is applied to model the motion of the oscillating flap. Basic mesh and time step refinement studies are performed. The flow characteristics in a slamming event are analysed based on numerical results. Various simulations with different flap densities, water depths and wave amplitudes are performed for a better understanding of the slamming.Copyright
Ocean Engineering | 2007
Matthew Folley; Trevor Whittaker; Alan Henry
7th European Wave and Tidal Energy Conference | 2007
Trevor Whittaker; D. Collier; Matthew Folley; M. Osterried; Alan Henry; Michael David Crowley
3rd International Conference on Ocean Energy | 2010
L. Cameron; Kenneth Doherty; Ronan Doherty; Alan Henry; J. Van't Hoff; D. Kaye; D. Naylor; Sylvain Bourdier; Trevor Whittaker
Ocean Engineering | 2015
Yanji Wei; Ashkan Rafiee; Alan Henry; Frédéric Dias
The Twenty-third International Offshore and Polar Engineering Conference | 2013
Alan Henry; Ashkan Rafiee; Pal Schmitt; Frédéric Dias; Trevor Whittaker
Marine Renewable and Offshore Wind Energy Conference, Royal Institution of Naval Architects | 2010
Alan Henry; Kenneth Doherty; Lachlan Cameron; Trevor Whittaker; Ronan Doherty
6th European Wave and Tidal Energy Conference | 2005
Matthew Folley; Trevor Whittaker; Alan Henry