CERFACS CERFACS Scientific Activity Report Jan. 2010 â Dec. 2011
CERFACS CERFACS Scientific Activity Report Jan. 2010 â Dec. 2011
CERFACS CERFACS Scientific Activity Report Jan. 2010 â Dec. 2011
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DATA ASSIMILATION<br />
FIG. 4.3: April 2006 event, Marne Vallage catchment. Two-hour forecasted water level at Joinville for the<br />
Free run (black curve), the observation (blue curve) and the analysis of the Assim run with the two-step<br />
assimilation (red curve).<br />
is shorter downstream of the observation point. This approach enabled a realistic modeling of the spatial<br />
error correlations for the data assimilation algorithm with MASCARET.<br />
It was shown that the correction of the hydraulic state is not as predictive as the upstream flow correction<br />
and is not sufficient to constrain the simulation over an interesting forecast period. This justifies the need<br />
for the two-step data assimilation approach. This two-step procedure was applied to the Adour and Marne<br />
catchments (France) and the results were interpreted for several events in each catchment. The two-hour<br />
forecasted water levels in the Marne Vallage catchment, at Joinville, for the April 2006 event are presented<br />
in Fig. 4.3 As the Free run (no assimilation) significantly overestimates the flood peak at Joinville, the<br />
simulated discharge was improved by 35% at Joinville with the two-step data assimilation procedure. On<br />
the Adour catchment, it was shown that, on average, the Nash-Sutcliffe criteria is improved by 60 % for<br />
short time scale and 35% for 12 hours forecast. This work was accepted for publication in HESS in <strong>2011</strong><br />
[DA16].<br />
Complementary studies were carried out with the DAMP, on other catchments in France ([DA32]). It<br />
has also been noted that the 2 approaches here do not allow for all necessary corrections and that the<br />
extension of the control space could be useful as other sources of uncertainties or model errors (for<br />
example the simplification of the flood plain representation) result in errors in the hydraulic state. Indeed,<br />
the correction of the Strickler coefficients or of the bathymetry will be investigated in the framework<br />
of J. Habert’s PhD at <strong>CERFACS</strong>/SCHAPI (started Oct. <strong>2011</strong>). Finally, theoretical issues regarding the<br />
data assimilation algorithm, especially the dynamics of the background error covariances matrices were<br />
conducted at <strong>CERFACS</strong> in the framework of a Master2 internship ([DA31],[DA34]), in collaboration with<br />
CNRM (Olivier Panneckouke). This study carried out on a diffusive flood wave propagation model opens<br />
the way for the understanding and the implementation of advanced techniques such as Ensemble Kalman<br />
Filter that will be applied to the DAMP in the framework of a PhD (S. Barthélémy) at <strong>CERFACS</strong>, founded<br />
by SCHAPI and the Région Midi-Pyrénées.<br />
<strong>CERFACS</strong> ACTIVITY REPORT 87