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Sensitivity Analysis of the Mascaret model on the Odet River

Authors :
Tiberi-Wadier, Anne-Laure
Goutal, Nicole
Ricci, Sophie
Sergent, Philippe
Monteil, Céline
Centre d'Etudes et d'Expertise sur les Risques, l'Environnement, la Mobilité et l'Aménagement - Equipe-projet HA (Cerema Equipe-projet HA)
Centre d'Etudes et d'Expertise sur les Risques, l'Environnement, la Mobilité et l'Aménagement (Cerema)
Laboratoire d'Hydraulique Saint-Venant / Saint-Venant laboratory for Hydraulics (Saint-Venant)
École des Ponts ParisTech (ENPC)-Centre d'Etudes et d'Expertise sur les Risques, l'Environnement, la Mobilité et l'Aménagement (Cerema)-EDF R&D (EDF R&D)
EDF (EDF)-EDF (EDF)
Centre Européen de Recherche et de Formation Avancée en Calcul Scientifique (CERFACS)
CERFACS
Centre d'Etudes et d'Expertises sur les Risques, l'Environnement, la Mobilité et l'Aménagement - Equipe-projet HA (Cerema Equipe-projet HA)
TELEMAC-MASCARET Core Group
Source :
Telemac-Mascaret User Club, Telemac-Mascaret User Club, Oct 2019, Toulouse, France
Publication Year :
2019
Publisher :
HAL CCSD, 2019.

Abstract

International audience; A Global Sensitivity Analysis (GSA) is carried out on the Mascaret model of the Odet river (France, Brittany) to identify and rank the major sources of uncertainty at observing stations on the network for the simulated water level, considering the upstream and downstream boundary conditions and the area distributed friction coefficients values. Upstream, ensemble hydrologic forcings are forecasted with the rainfall-runoff distributed model MORDOR-TS, using uncertain hydrologic model parameters drawn from uniform distributions. The downstream maritime boundary condition is perturbed taking into account the temporal correlation of the errors in storm surge. The Sobol' indices are computed at Kervir, Moulin-Vert and Justice stations given hypothesis on the statistical distribution of the aleatory variables. The study focuses on the 23 to the 26 December 2013 event. GSA highlights that the simulated water level at the three stations is mainly controlled by the immediate downstream friction coefficient when the boundary conditions are not perturbed. The flood plain friction coefficients only become important around the peak of the event. However, when the boundary conditions are also taken into account, they become predominant for the simulated water level and the value of the friction coefficients has less influence.

Details

Language :
English
Database :
OpenAIRE
Journal :
Telemac-Mascaret User Club, Telemac-Mascaret User Club, Oct 2019, Toulouse, France
Accession number :
edsair.dedup.wf.001..2db2c5329241ef7cd515e5ddae3f4eac