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

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4.6. ESTIMATION OF FRICTION PARAMETERS AND LAWS IN 1.5D SHALLOW-WATER GRAVI<br />

Ocean Dynamics<br />

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

neglect the long-stream variation of the gravity current<br />

and consi<strong>de</strong>r only the dynamics of a vertical slice.<br />

Please note that such simplified geom<strong>et</strong>ry inhibits largescale<br />

instability and the formation of the large cyclones<br />

and other large-scale features, which is beneficial to our<br />

goal of studying the friction laws due to only small-scale<br />

dynamics.<br />

The gravity current transfers potential energy to<br />

kin<strong>et</strong>ic energy, by sliding down the incline, and looses<br />

energy by friction (dissipation). The down-slope movement<br />

is, thus, “indirectly” d<strong>et</strong>ermined by friction. This<br />

is exactly what happens to a gravity current in nature,<br />

and it is this dynamic that we like to entangle here.<br />

The difference is, of course, that our gravity current<br />

<strong>de</strong>scends in time and not in space, as in the ocean. This<br />

s<strong>et</strong>up is also used in laboratory experiments and other<br />

numerical simulations (see, e.g. Shapiro and Hill 1997<br />

and Sutherland <strong>et</strong> al. 2004).<br />

The gravity currents consi<strong>de</strong>red here are on an inclined<br />

plane of slope of one <strong>de</strong>gree; the initial profile of<br />

its vertical extension above the inclined ocean floor z =<br />

h(x) = max(H − x 2 /λ, 0) has a <strong>par</strong>abolic shape with<br />

H = 200 m and λ = 5. · 10 5 m, leading to a gravity<br />

current that is 200 m high and 20 km large. The values<br />

used in the experiment are typical for oceanic gravity<br />

currents (see, e.g. Price and Baringer 1994). If the<br />

gravity current is initially geostrophically adjusted, the<br />

velocity components are given by:<br />

v G = g ′ /f(∂ x h + tan α); u G = 0. (1)<br />

This geostrophic velocity is due to the balance b<strong>et</strong>ween<br />

the Coriolis force and the buoyancy force in the<br />

direction <strong>par</strong>allel to the slope, as shown in Fig. 1. The<br />

Coriolis <strong>par</strong>am<strong>et</strong>er is f = 1.0313 · 10 −4 s −1 , corresponding<br />

to the Earth’s rotation at mid-latitu<strong>de</strong>. The<br />

reduced gravity g ′ = g(ρ gc − ρ 0 )/ρ 0 = 9.8065 · 10 −4 ,<br />

where g = 9.80665 m s −2 , ρ gc the <strong>de</strong>nsity of the gravity<br />

current and ρ 0 the <strong>de</strong>nsity of the surrounding fluid<br />

corresponding to a temperature difference of 0.5K<br />

b<strong>et</strong>ween the gravity current and the surrounding water<br />

with a linear expansion coefficient α = 2 · 10 −4 K −1 .<br />

These values lead to an average geostrophic speed of<br />

v = 1.66 · 10 −1 m s −1 .<br />

2.2 The mathematical mo<strong>de</strong>l<br />

The mathematical mo<strong>de</strong>l for the gravity current dynamics<br />

is a 1.5-dimensional, reduced-gravity, shallowwater<br />

mo<strong>de</strong>l on an inclined plane. The shallow-water<br />

mo<strong>de</strong>l first proposed by <strong>de</strong> Saint Venant (1871) and its<br />

various versions adapted for specific applications is one<br />

of the most wi<strong>de</strong>ly used mo<strong>de</strong>ls in environmental and<br />

industrial fluid dynamics. For the <strong>de</strong>rivation of the reduced<br />

gravity shallow-water equations in a geophysical<br />

context, we refer the rea<strong>de</strong>r to the text book by Gill<br />

(1982) and references therein.<br />

As stated in the introduction, we here specialise to a<br />

gravity current with no variation in the y-direction, the<br />

horizontal direction perpendicular to the down-slope<br />

direction. That is, we have three scalar fields u(x, t),<br />

v(x, t) and h(x, t) as a function of the two scalars x and t.<br />

In this case, the shallow-water equations on an inclined<br />

plane are given by:<br />

∂ t u + u∂ x u− fv + g ′ (∂ x h + tan α) = −Du + ν∂x 2 u, (2)<br />

∂ t v + u∂ x v+ f u = −Dv + ν∂x 2 v, (3)<br />

∂ t h + u∂ x h+ h∂ x u = ν∂x 2 h. (4)<br />

The left-hand-si<strong>de</strong> terms inclu<strong>de</strong> the reduced gravity<br />

g ′ = gρ/ρ, the slope α and the Coriolis <strong>par</strong>am<strong>et</strong>er f .<br />

On the right-hand si<strong>de</strong>, we have the terms involving<br />

dissipative processes. The <strong>par</strong>am<strong>et</strong>rised vertical dissipative<br />

effects are represented in the first term involving<br />

D = D(x, t) = (τ + c D<br />

√<br />

u2 + v 2 )/h. (5)<br />

There is a linear friction constant τ <strong>par</strong>am<strong>et</strong>rising<br />

dissipative effects that can be represented by vertical<br />

Rayleigh friction and a quadratic friction drag, the<br />

term with the drag constant c D . The term involving the<br />

viscosity/diffusivity ν represents horizontal dissipative<br />

processes; its value is chosen to provi<strong>de</strong> numerical stability<br />

of the calculations (see Subsection 2.3). Clearly,<br />

Fig. 1 Cross section of<br />

gravity current. The figure<br />

gives the force balance<br />

b<strong>et</strong>ween the projection of the<br />

Coriolis force and the<br />

projection of the buoyancy<br />

force onto the topographic<br />

slope for a gravity current on<br />

a inclined plane when<br />

dissipative processes are<br />

neglected<br />

α

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