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s s Wind-induced circulation
The wind-induced circulation can compete with estuarine circulation, or act in concert The wind-induced circulation will depend on stratification: depth-dependent under stratified conditions weak depth-dependence under homogeneous conditions s Weak Depth-Averaged Transport s Large Depth-Mean Transport
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sx Wind-Induced Surface Slope
Can be assessed from the vertical integration of the linearized u momentum equation, with no steady state: Note that a westward sx (negative) produces a negative slope. sx x1 x2 y x x1 x2 Wind will pile up water in the direction toward which it blows.
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The perturbation produced by the wind propagates into the estuary and may cause seiching if the period of the perturbation is close to the natural period of oscillation: H H
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Bathymetry effects on wind-induced flow
non-dimensionalized momentum balance: non-dimensional variables: subscript indicates dimensional variables boundary conditions Integrating twice and applying boundary conditions:
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volume transport no net volume transport
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Along the Estuary: Pressure Gradient + Friction
Winant (2004) Along the Estuary: Pressure Gradient + Friction Across the Estuary: Pressure Gradient + Friction
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X t ROMS (full dynamics) Homogeneous fluid with rotation Sanay &
Valle-Levinson (2005) ROMS (full dynamics) Homogeneous fluid with rotation (red is downwind; blue is upwind)
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Particle trajectories
(high E) (low E) (high E) (low E) y x y z y x y z Particle trajectories Winant (2004)
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t Examples of bathymetric effects on wind-induced flow
Looking into lagoon Red = Water going out Blue = Water going in
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Non- dimensional depth
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Residual Flow at Bahía Concepción, Chile
(looking seaward)
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Along the Estuary: Pressure Gradient + Friction
Wind-induced flow [Wong, 1994; JGR; No. 99, p.14209] Local Wind Effects Remote Wind Effects Along the Estuary: Pressure Gradient + Friction
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