Mechanics of extreme water waves
dc.contributor.author
Skyner, David John
en
dc.date.accessioned
2013-06-26T13:38:34Z
dc.date.available
2013-06-26T13:38:34Z
dc.date.issued
1993
dc.description.abstract
The design and construction of a versatile new wave flume is described along
with associated apparatus and experimental methods. In particular, the practices
developed for the use of Particle Image Velocimetry (PIV) for the measurement of
the internal kinematics of waves are detailed. Two studies are then described, both
of which make use of the PIV technique. In the first, a deep-water long-crested
breaking wave is generated in a time-stepping numerical model, then replicated
in the wave flume. Measurements of the internal kinematics are made throughout
the breaking process, including measurements into the plunging spout. After a
small shift of the numerical data to match the surface profiles, the predicted and
measured kinematics are shown to agree within about 2%. In the second study,
steep steady waves are combined with sheared currents. The resulting kinematics
are found to be reasonably predicted in the crest region by adding the results of
irrotational computations to the stretched current profile. However, calculation
of the vorticity of the measured flow fields indicates that the conditions were not
steady, and that the shear of the current was reducing with time.
en
dc.identifier.other
496343
dc.identifier.uri
http://hdl.handle.net/1842/7096
dc.language.iso
eng
dc.publisher
University of Edinburgh
en
dc.subject
Geosciences
en
dc.subject
Waves
en
dc.title
Mechanics of extreme water waves
en
dc.title.alternative
The mechanics of extreme water waves
en
dc.title.alternative
The design and construction of a versatile new wave flume is described along
with associated apparatus and experimental methods. In particular, the practices
developed for the use of Particle Image Velocimetry (PIV) for the measurement of
the internal kinematics of waves are detailed. Two studies are then described, both
of which make use of the PIV technique. In the first, a deep-water long-crested
breaking wave is generated in a time-stepping numerical model, then replicated
in the wave flume. Measurements of the internal kinematics are made throughout
the breaking process, including measurements into the plunging spout. After a
small shift of the numerical data to match the surface profiles, the predicted and
measured kinematics are shown to agree within about 2%. In the second study,
steep steady waves are combined with sheared currents. The resulting kinematics
are found to be reasonably predicted in the crest region by adding the results of
irrotational computations to the stretched current profile. However, calculation
of the vorticity of the measured flow fields indicates that the conditions were not
steady, and that the shear of the current was reducing with time.
en
dc.type.qualificationname
PhD Doctor of Philosophy
en
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