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Etudes et évaluation de processus océaniques par des hiérarchies ...

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217<br />

Chapter 7<br />

Multi-Layer Ocean dynamics<br />

tel-00545911, version 1 - 13 Dec 2010<br />

7.1 The Multilayer Shallow Water Mo<strong>de</strong>l<br />

The mo<strong>de</strong>ls employed so far to study the ocean dynamics consisted of a single layer, which<br />

represented the dynamics of a single vertically homogeneous (in speed and <strong>de</strong>nsity) layer above<br />

a solid bottom or above a infinitely <strong>de</strong>ep inert layer of higher <strong>de</strong>nsity (reduced gravity mo<strong>de</strong>l).<br />

We also saw that these type of mo<strong>de</strong>ls are very successful in explaining the main features of<br />

the large scale ocean circulation. There are, however, important phenomena of the circulation<br />

which can not be explained by such one-layer mo<strong>de</strong>ls. We thus move on to the dynamics<br />

of several layers of homogeneous (in speed and <strong>de</strong>nsity) fluid layers of different <strong>de</strong>nsity and<br />

velocity, stacked one above the other. We will here restrict the analysis to a mo<strong>de</strong>l with two<br />

active layers, the generalisation to more layers is strait forward. The equations governing the<br />

dynamics of such a hydrostatic two-layer shallow water mo<strong>de</strong>l are:<br />

∂ t u 1 + u 1 ∂ x u 1 + v 1 ∂ y u 1 − fv 1 + g∂ x (η 1 + η 2 ) = ν∇ 2 u 1 (7.1)<br />

∂ t v 1 + u 1 ∂ x v 1 + v 1 ∂ y v 1 + fu 1 + g∂ y (η 1 + η 2 ) = ν∇ 2 v 1 (7.2)<br />

∂ t η 1 + ∂ x [(H 1 + η 1 )u 1 ] + ∂ y [(H 1 + η 1 )v 1 ] = 0 (7.3)<br />

∂ t u 2 + u 2 ∂ x u 2 + v 2 ∂ y u 2 − fv 2 + g ′′ ∂ x (η 1 + η 2 ) + g ′ ∂ x η 2 = ν∇ 2 u 2 (7.4)<br />

∂ t v 2 + u 2 ∂ x v 2 + v 2 ∂ y v 2 + fu 2 + g ′′ ∂ y (η 1 + η 2 ) + g ′ ∂ y η 2 = ν∇ 2 v 2 (7.5)<br />

∂ t η 2 + ∂ x [(H 2 + η 2 )u 2 ] + ∂ y [(H 2 + η 2 )v 2 ] = 0 (7.6)<br />

+boundary conditions .<br />

Where the in<strong>de</strong>x 1 and 2 <strong>de</strong>note the upper and the lower layer, respectively. It is interesting<br />

to note that the two layers interact only through the hydrostatic pressure force caused by<br />

the thicknesses of the layers. In<strong>de</strong>ed, the upper layer (layer 1) is subject to the hydrostatic<br />

pressure of the surface which has a total anomaly of η 1 + η 2 . Whereas the the lower layer<br />

(layer 2) is subject to the same pressure plus the pressure at the interface g ′ η 2 due to the<br />

increased <strong>de</strong>nsity in the lower layer, where g ′ = g(ρ 2 − ρ 1 )/ρ 2 is the reduced gravity, that is,<br />

the weight of the lower-layer fluid in the upper layer environment and g ′′ = gρ 1 /ρ 2 . In the<br />

Boussinesq approximation g ′′ is s<strong>et</strong> equal to g, thus neglecting the <strong>de</strong>nsity differences in the<br />

inertial mass but keeping it in the weight. Equations (7.1) – (7.6) are the mathematical mo<strong>de</strong>l<br />

for the investigations of the present chapter.<br />

Exercise 43: What happens to equations (7.1) – (7.6) if ρ 1 = ρ 2 ?<br />

Exercise 44: Write down the linearised version of eqs. (7.1) – (7.6).<br />

43

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