Nonlinear Shear Instabilities of Alongshore
Currents Over Barred Beaches
Donald
Slinn, John
Allen, Priscilla Newberger,
Robert Holman
College of
Oceanic and Atmospheric Sciences
Oregon State
University
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Background
Evidence for the existence in the nearshore surf zone of alongshore propagating
waves with periods O(100s) and wavelengths O(100m) was found from observations
(Oltman-Shay et al. 1989).
- The wavelengths are too short at observed periods to be surface gravity
edge wave modes.
- The existence and properties of the waves were found to be related
to the presence, strength and direction of a mean alongshore current in
the surf zone.
- Based on a linear stability analysis about a mean alongshore current
with offshore scale O(100m), Bowen and Homan (1989) described these oscillations
as unstable waves associated with a shear instability.
- Good agreement of wavelengths and wavespeeds from observations and
from predictions based on the most unstable linear wave mode was obtained
by Dodd et al. (1992).
- Allen et al. (JFM, 1996) showed that long wavelength, propagating finite
amplitude disturbances with properties not related to results of linear
theory can develop on plane beaches.
Questions
- If the observed oscillations are related to a shear instablity, why
doesn't the instability grow so that the flow breaks down into vorticies
and loses wave-like properties?
- What is the nature of the finite amplitude nonlinear behavior and how
does it depend on the forcing, the frictional dissipation, and the beach
geometry?
Plan
- Pursue answers to these questions with studies using numerical finite-difference
solutions to the shallow-water equations for forced, dissipative, initial-value
problems.
Shallow-Water Equations
linear bottom friction, rigid lid:
( t_0 = L / V, V^2 << g h_0 )
forcing in alongshore momentum equation:
EQ??
Model. Schematic
of the model geometry showing the compuational domain.
| Model: (!Click on the thumbnail to see a bigger version
of the Figure!) |

(396x572, 28kb GIF) |
Continues in PART 2...
PART 1 PART 2 PART
3 PART 4 PART
5
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