Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
5473393 | Coastal Engineering | 2017 | 12 Pages |
Abstract
For orthogonal currents and waves, a velocity parameter was calculated as the mean current plus wave orbital velocity, resolved. With the mean current direction as a reference, the maximum flow was observed at the side of the pile. At 0.75 D from the pile centre, the flow was enhanced by up to 1.2 times the no-pile case. Spectral peaks in the velocity were evident at both wave frequency and at the Strouhal frequency, immediately down current from the pile.
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Authors
Jon Miles, Tom Martin, Liam Goddard,