The design limitations of a circular wave pool
In this paper, the design of a circular wave pool thatproduces continuously breaking waves is discussed, whereby apressure source is rotated within an annular wave pool. Theconcept was that the pressure source generates non-breakingwaves that propagate inward to the inner ring of the annulus,where a...
Published in: | Volume 8A: Ocean Engineering |
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Main Authors: | , , , , , |
Format: | Conference Object |
Language: | English |
Published: |
American Society of Mechanical Engineers
2014
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Subjects: | |
Online Access: | https://doi.org/10.1115/OMAE2014-23675 http://ecite.utas.edu.au/98342 |
_version_ | 1821792568307875840 |
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author | Schmied, SA Binns, JR Renilson, MR Thomas, GA MacFarlane, GJ Huijsmans, R |
author_facet | Schmied, SA Binns, JR Renilson, MR Thomas, GA MacFarlane, GJ Huijsmans, R |
author_sort | Schmied, SA |
collection | Unknown |
container_title | Volume 8A: Ocean Engineering |
description | In this paper, the design of a circular wave pool thatproduces continuously breaking waves is discussed, whereby apressure source is rotated within an annular wave pool. Theconcept was that the pressure source generates non-breakingwaves that propagate inward to the inner ring of the annulus,where a sloping bathymetry (beach) triggers wave breaking. Inorder to refine the technique, research was conducted to betterunderstand the mechanics of waves generated by movingpressure sources in a constrained waterway, the transformationof these waves as they travel across the channel and the effectof the sloping beach on the wave quality for surfing.The quality of the waves was defined in terms of waveheight, speed and shape, with the aim to create plunging waves,known as barrels, that are highly desired by surfers.A predominantly experimental approach was undertaken todetermine the required design parameter values and theirlimitations. Scale model experimental results were previouslypresented at OMAE 2011 and OMAE2013.This paper presents the steps to design the pool using theempirical analysis and experimental results are presented. Theeffect of the pressure source and pool bathymetry on thecurrents formed in the pool, are also presented. Through thisdesign process, high quality continuous breaking waves withthe desired plunging shape were able to be generated.Finally, the authors are planning to use the facilities andtechniques developed to investigate the complexities ofpredefined wave fields, including the three dimensional (3D)details of the velocity, pressure and turbulence fields beneath.Understanding these complexities within multidimensionalwave patterns is the key to analysing a number of differentfields, including wave resistance of ships; wave disturbances toother maritime users; bank erosion; wave signal tracking; andwave structure interaction. |
format | Conference Object |
genre | Arctic |
genre_facet | Arctic |
id | ftunivtasecite:oai:ecite.utas.edu.au:98342 |
institution | Open Polar |
language | English |
op_collection_id | ftunivtasecite |
op_doi | https://doi.org/10.1115/OMAE2014-23675 |
op_relation | http://dx.doi.org/10.1115/OMAE2014-23675 Schmied, SA and Binns, JR and Renilson, MR and Thomas, GA and MacFarlane, GJ and Huijsmans, R, The design limitations of a circular wave pool, ASME 2014 33rd International Conference on Ocean, Offshore and Arctic Engineering, 8-13 June 2014, San Francisco, California, pp. 1-9. ISBN 978-0-7918-4550-9 (2014) [Refereed Conference Paper] http://ecite.utas.edu.au/98342 |
publishDate | 2014 |
publisher | American Society of Mechanical Engineers |
record_format | openpolar |
spelling | ftunivtasecite:oai:ecite.utas.edu.au:98342 2025-01-16T19:55:50+00:00 The design limitations of a circular wave pool Schmied, SA Binns, JR Renilson, MR Thomas, GA MacFarlane, GJ Huijsmans, R 2014 https://doi.org/10.1115/OMAE2014-23675 http://ecite.utas.edu.au/98342 en eng American Society of Mechanical Engineers http://dx.doi.org/10.1115/OMAE2014-23675 Schmied, SA and Binns, JR and Renilson, MR and Thomas, GA and MacFarlane, GJ and Huijsmans, R, The design limitations of a circular wave pool, ASME 2014 33rd International Conference on Ocean, Offshore and Arctic Engineering, 8-13 June 2014, San Francisco, California, pp. 1-9. ISBN 978-0-7918-4550-9 (2014) [Refereed Conference Paper] http://ecite.utas.edu.au/98342 Engineering Maritime Engineering Ship and Platform Hydrodynamics Refereed Conference Paper PeerReviewed 2014 ftunivtasecite https://doi.org/10.1115/OMAE2014-23675 2019-12-13T22:00:26Z In this paper, the design of a circular wave pool thatproduces continuously breaking waves is discussed, whereby apressure source is rotated within an annular wave pool. Theconcept was that the pressure source generates non-breakingwaves that propagate inward to the inner ring of the annulus,where a sloping bathymetry (beach) triggers wave breaking. Inorder to refine the technique, research was conducted to betterunderstand the mechanics of waves generated by movingpressure sources in a constrained waterway, the transformationof these waves as they travel across the channel and the effectof the sloping beach on the wave quality for surfing.The quality of the waves was defined in terms of waveheight, speed and shape, with the aim to create plunging waves,known as barrels, that are highly desired by surfers.A predominantly experimental approach was undertaken todetermine the required design parameter values and theirlimitations. Scale model experimental results were previouslypresented at OMAE 2011 and OMAE2013.This paper presents the steps to design the pool using theempirical analysis and experimental results are presented. Theeffect of the pressure source and pool bathymetry on thecurrents formed in the pool, are also presented. Through thisdesign process, high quality continuous breaking waves withthe desired plunging shape were able to be generated.Finally, the authors are planning to use the facilities andtechniques developed to investigate the complexities ofpredefined wave fields, including the three dimensional (3D)details of the velocity, pressure and turbulence fields beneath.Understanding these complexities within multidimensionalwave patterns is the key to analysing a number of differentfields, including wave resistance of ships; wave disturbances toother maritime users; bank erosion; wave signal tracking; andwave structure interaction. Conference Object Arctic Unknown Volume 8A: Ocean Engineering |
spellingShingle | Engineering Maritime Engineering Ship and Platform Hydrodynamics Schmied, SA Binns, JR Renilson, MR Thomas, GA MacFarlane, GJ Huijsmans, R The design limitations of a circular wave pool |
title | The design limitations of a circular wave pool |
title_full | The design limitations of a circular wave pool |
title_fullStr | The design limitations of a circular wave pool |
title_full_unstemmed | The design limitations of a circular wave pool |
title_short | The design limitations of a circular wave pool |
title_sort | design limitations of a circular wave pool |
topic | Engineering Maritime Engineering Ship and Platform Hydrodynamics |
topic_facet | Engineering Maritime Engineering Ship and Platform Hydrodynamics |
url | https://doi.org/10.1115/OMAE2014-23675 http://ecite.utas.edu.au/98342 |