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Observations and Modelling of Fronts and Frontogenesis

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In the two-layer region, the single resulting equation is,<br />

g(pf)[(p3 Pl)hl2vly]y h1(f u3y)(vl - v3)<br />

+ (2p0f)(h1[aQ/c + (P3 Pl)we])y. (16c)<br />

These equations are supplemented by the boundary conditions<br />

v1.v2v3O, y=O, (l7a)<br />

vly v2y V3y 0 as y .<br />

(l7b)<br />

These correspond to conditions <strong>of</strong> no normal flow at the<br />

coastal wall (l7a) <strong>and</strong> uniform flow far <strong>of</strong>fshore (17b), since<br />

we assume all other variables to be uniform far <strong>of</strong>fshore as<br />

well.<br />

The equations (16) have only parametric time dependence,<br />

so they must hold instantaneously at each time. This<br />

suggests the numerical method <strong>of</strong> solution: for given layer<br />

depths, upper layer density, <strong>and</strong> interior geostrophic<br />

velocities, (16) with (17) may be solved for the ageostrophic<br />

velocities, <strong>and</strong> new layer depths, geostrophic velocities, <strong>and</strong><br />

density obtained by time-stepping the evolution equations<br />

(2a), (3), <strong>and</strong> (8) or (9). This process may be repeated<br />

indefinitely. We outline the numerical method more fully in<br />

Section III.2.d, <strong>and</strong> give details in Appendix A.<br />

III.2.b Matching conditions<br />

During sustained upwelling, enough fluid from layer 2<br />

may be entrained into the mixed layer that layer 2 vanishes<br />

in the upwelling region. In this case the domain will be<br />

56

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