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

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152 CHAPITRE 4. ETUDES DE PROCESSUS OCÉANOGRAPHIQUES<br />

8<br />

on the results. The term involving the viscosity/diffusivity ν represents horizontal dissipative<br />

processes, its value is chosen to provi<strong>de</strong> numerical stability of the calculations<br />

(see subsection 2.5).<br />

Clearly, the geostrophic velocity:<br />

ũ = 0, ṽ = g′ (∂xh + tan α), (10)<br />

f<br />

is a solution of eqs. (4 – 6) when D u = D v = 0 and ν = 0. The estimation of D or more<br />

precisely of the <strong>par</strong>am<strong>et</strong>ers τ, r and c D are the subject of the present work. By using<br />

data assimilation I plan to obtain the friction constants τ and c D and thus d<strong>et</strong>ermine<br />

if the friction acting on the vein is dominated by a linear or a quadratic law.<br />

2.5 Numerical Implementation of the Shallow Water Mo<strong>de</strong>l<br />

The shallow water mo<strong>de</strong>l is implemented with a first or<strong>de</strong>r finite difference scheme in<br />

space and time. There are 500 points in the x-direction, leading to a resolution of 200m,<br />

the time step is 5s. The value of the horizontal viscosity/diffusivity is a function of the<br />

resolution and provi<strong>de</strong>s for the numerical stability of the co<strong>de</strong>. I verified that the here<br />

presented results show only a negligible <strong>de</strong>pen<strong>de</strong>nce when the value of the horizontal<br />

viscosity/diffusivity was halved and doubled, the actual value used is ν H = 5m 2 s −1 , it<br />

is i<strong>de</strong>ntial to the corresponding value ν h in the non-hydrostatic mo<strong>de</strong>l.<br />

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

3 Ensemble Kalman Filter and its Implementation<br />

For the self containedness of this publication the implementation of the Ensemble<br />

Kalman filter is explained here, the rea<strong>de</strong>r familiar with Wirth & Verron (2008) is<br />

invited to skip the section.<br />

The ensemble Kalman filter (EnKF) is the main tool of our experiments performing<br />

the <strong>par</strong>am<strong>et</strong>er estimation and providing us with the actual <strong>par</strong>am<strong>et</strong>er values. The<br />

EnKF was introduced by Evensen (1994) and is used in data assimilation and <strong>par</strong>am<strong>et</strong>er<br />

estimation experiments (see Evensen (2003) and Brusdal <strong>et</strong> al. 2003). I refer the<br />

rea<strong>de</strong>r not familiar with the EnKF and the employed notation to the above mentioned<br />

publications.<br />

Every hour in time and every 1 km in the x-direction, the vertical extension of<br />

the gravity current, that is h(x, t), is assimilated. Choosing a horizontal resolution<br />

for the assimilation 5 times s<strong>par</strong>ser than the dynamical mo<strong>de</strong>l does not only reduce<br />

the size of the assimilation experiment, but is also consistent with the fact, that the<br />

grid-scale dynamics of the numerical mo<strong>de</strong>l is dominated by dissipation and has only<br />

negligible dynamical information. I am only assimilating the vertical extension of the<br />

gravity current as it is the variable most easily measured in the ocean and in laboratory<br />

experiments. The measurement of the vertically integrated velocity within the gravity<br />

current, the other dynamical variable of the shallow water mo<strong>de</strong>l, is more difficult to<br />

measure in the ocean and in laboratory experiments.<br />

The assimilation is performed on the augmented state vector consisting of the<br />

vertical extension, the two velocity components and the three constant-in-time friction<br />

<strong>par</strong>am<strong>et</strong>ers:<br />

x(¯x, ¯t) = (h(¯x, ¯t), ũ(¯x, ¯t), ṽ(¯x, ¯t), τ, r, c D ) t . (11)

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