The Vertical Distribution and Evolution of Slam Pressure on an Oscillating Wave Surge Converter

Alan Henry, Thomas Abadie, Jonathan Nicholson, Alan McKinley, Olivier Kimmoun, Frederic Dias

Research output: Contribution to conferencePaper

Abstract

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 are 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.
Original languageEnglish
Publication statusAccepted - May 2015
EventASME 34th International Conference on Ocean, Offshore and Arctic Engineering ( 2015 ) - Newfoundland, St. John's, Canada
Duration: 31 May 201505 Jun 2015

Conference

ConferenceASME 34th International Conference on Ocean, Offshore and Arctic Engineering ( 2015 )
CountryCanada
CitySt. John's
Period31/05/201505/06/2015

Fingerprint

Offshore structures
Slamming (ships)
Water
Hulls (ship)
Experiments
Piercing
Pressure sensors
Angular velocity
Spatial distribution
Skin
Ships
Electricity
Engineers
Industry

Keywords

  • slam
  • Oyster
  • Oscillating Wave Surge Converter
  • water entry
  • pressure

Cite this

Henry, A., Abadie, T., Nicholson, J., McKinley, A., Kimmoun, O., & Dias, F. (Accepted/In press). The Vertical Distribution and Evolution of Slam Pressure on an Oscillating Wave Surge Converter. Paper presented at ASME 34th International Conference on Ocean, Offshore and Arctic Engineering ( 2015 ), St. John's, Canada.
Henry, Alan ; Abadie, Thomas ; Nicholson, Jonathan ; McKinley, Alan ; Kimmoun, Olivier ; Dias, Frederic. / The Vertical Distribution and Evolution of Slam Pressure on an Oscillating Wave Surge Converter. Paper presented at ASME 34th International Conference on Ocean, Offshore and Arctic Engineering ( 2015 ), St. John's, Canada.
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Henry, A, Abadie, T, Nicholson, J, McKinley, A, Kimmoun, O & Dias, F 2015, 'The Vertical Distribution and Evolution of Slam Pressure on an Oscillating Wave Surge Converter', Paper presented at ASME 34th International Conference on Ocean, Offshore and Arctic Engineering ( 2015 ), St. John's, Canada, 31/05/2015 - 05/06/2015.

The Vertical Distribution and Evolution of Slam Pressure on an Oscillating Wave Surge Converter. / Henry, Alan; Abadie, Thomas; Nicholson, Jonathan; McKinley, Alan; Kimmoun, Olivier; Dias, Frederic.

2015. Paper presented at ASME 34th International Conference on Ocean, Offshore and Arctic Engineering ( 2015 ), St. John's, Canada.

Research output: Contribution to conferencePaper

TY - CONF

T1 - The Vertical Distribution and Evolution of Slam Pressure on an Oscillating Wave Surge Converter

AU - Henry, Alan

AU - Abadie, Thomas

AU - Nicholson, Jonathan

AU - McKinley, Alan

AU - Kimmoun, Olivier

AU - Dias, Frederic

PY - 2015/5

Y1 - 2015/5

N2 - 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 are 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.

AB - 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 are 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.

KW - slam

KW - Oyster

KW - Oscillating Wave Surge Converter

KW - water entry

KW - pressure

M3 - Paper

ER -

Henry A, Abadie T, Nicholson J, McKinley A, Kimmoun O, Dias F. The Vertical Distribution and Evolution of Slam Pressure on an Oscillating Wave Surge Converter. 2015. Paper presented at ASME 34th International Conference on Ocean, Offshore and Arctic Engineering ( 2015 ), St. John's, Canada.