2004
DOI: 10.1007/s10236-003-0084-1
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Observations and simulations of an unsteady island wake in the Firth of Forth, Scotland

Abstract: Beamer Rock, a 50-m-wide island in the Firth of Forth, produces a distinctive von Ka´rma´n vortex street wake, the characteristics of which depend on the speed and direction of the tidal flow. ADCP (acoustic Doppler current profiler), CTD (conductivity-temperature-depth) and aerial photograph data were collected from the region during flood and ebb tidal flow under neap and spring conditions. Good agreement was found between the observations and the results from a fixedgrid depth-averaged numerical tidal model… Show more

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Cited by 29 publications
(14 citation statements)
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“…The Reynolds number (Re) has been commonly used to describe the characteristics of island wakes, especially in experimental studies, because Re is based on the kinematic viscosity of the fluid and frictional boundary layers, which are generated in the laboratory by friction and boundary layer separation [49]. However, in real environmental flows, it is the turbulent viscosity which dominates the wake development [50]; therefore, Re is not suitable to quantify the characteristics of wakes since Re is based on the kinematic viscosity of the fluid. Subsequently, the wake behind an island in reality is often described by the island wake parameter [13], namely, P = (18) where U0 is the free stream velocity, D is the water depth, L is the diameter of island, and Kz is the vertical eddy diffusion coefficient.…”
Section: The Evolution Of Wake In the Lee Of Islandmentioning
confidence: 99%
See 1 more Smart Citation
“…The Reynolds number (Re) has been commonly used to describe the characteristics of island wakes, especially in experimental studies, because Re is based on the kinematic viscosity of the fluid and frictional boundary layers, which are generated in the laboratory by friction and boundary layer separation [49]. However, in real environmental flows, it is the turbulent viscosity which dominates the wake development [50]; therefore, Re is not suitable to quantify the characteristics of wakes since Re is based on the kinematic viscosity of the fluid. Subsequently, the wake behind an island in reality is often described by the island wake parameter [13], namely, P = (18) where U0 is the free stream velocity, D is the water depth, L is the diameter of island, and Kz is the vertical eddy diffusion coefficient.…”
Section: The Evolution Of Wake In the Lee Of Islandmentioning
confidence: 99%
“…For Flat Holm island, the island diameter (L) is about 700 m and kept constant during the rise and fall of tide due to its steep cliff. While the vertical eddy viscosity (K z ) in the Bristol Channel is defined as 0.20 m 2 s −1 [50,51]. The free stream velocity U 0 and water depth are taken at 400 m upstream away from Flat Holm Island.…”
Section: The Evolution Of Wake In the Lee Of Islandmentioning
confidence: 99%
“…A single TEC, for example of the horizontal axis configuration, is composed of a support structure and a rotor. The support structure alone will generate a wake, possibly characterised by eddy shedding, analogous to the flow past a bridge pier or a small island (e.g., Neill and Elliott, 2004a;Neill and Elliott, 2004b). Flow past the support structure will influence sediment dynamics in two ways.…”
Section: Individual Tidal-stream Devicesmentioning
confidence: 99%
“…In order to inform this research effort, it is first necessary to have a full understanding of the impact of operation of a TEC device or 'farm' of devices on the tidal physics themselves. This then enables consideration of the Manuscript [1,2,3,4,5]. The model shares a common heritage with other SWE solvers that are typically adopted in the academic and industrial community as the standard workhorses in estuarine and coastal modelling applications (e.g.…”
Section: Introductionmentioning
confidence: 99%