Cs. Chen et Rc. Beardsley, Tidal mixing and cross-frontal particle exchange over a finite amplitude asymmetric bank: A model study with application to Georges Bank, J MARINE RE, 56(6), 1998, pp. 1163-1201
Tidal mixing, internal wave bares, and cross-bank particle transport over a
finite amplitude asymmetric bank are examined using a two-dimensional prim
itive equation ocean model with Mellor and Yamada (level 2.5) turbulent clo
sure. Driven by the surface M-2 tide, the model results show that tidal mix
ing exhibits temporal and spatial asymmetries on southern and northern flan
ks of the bank. It is strongest near the bottom around maximum on-bank tida
l flow as a result of gravitational instability when denser water is advect
ed upslope over lighter water. A sharp thermal depression occurs on the ste
ep northern flank, which produces large current shear and strong tidal mixi
ng throughout the upper 50 m of the water column. Dissipation also exhibits
a strong tidal variation, with the largest values (of order 10(-5) W/kg) o
ccurring near-bottom around maximum on- and off-bank tidal flow. Dissipatio
n generally decreases upward, with a distinct phase lag in the vertical. Fl
uid particles are advected upslope near the bottom in the upper slope regio
n (depth <150 m) on both flanks, with some particles moving across the tida
l mixing fronts near the bottom. The near-bottom residual Lagrangian curren
t is opposite in direction to the residual Eulerian current on the northern
flank due to strong nonlinearity over the steep bottom slope. The mean ups
lope advection of fluid particles near the bottom on both flanks is consist
ent with model passive tracer experiments, suggesting that strong tidal for
cing of a stratified fluid over the bank can provide one physical mechanism
responsible for high concentrations of nutrients and hence phytoplankton a
t the fronts on Georges Bank. The model predictions of eddy viscosity and t
urbulent dissipation rates an in good agreement with estimates based on rec
ent current and microstructure measurements made on Georges Bank.