Academic literature on the topic 'MASCARET hydraulic model'

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Journal articles on the topic "MASCARET hydraulic model"

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Ricci, S., A. Piacentini, O. Thual, E. Le Pape, and G. Jonville. "Correction of upstream flow and hydraulic state with data assimilation in the context of flood forecasting." Hydrology and Earth System Sciences Discussions 7, no. 6 (2010): 9067–121. http://dx.doi.org/10.5194/hessd-7-9067-2010.

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Abstract. The present study describes the assimilation of river water level observations and the resulting improvement of the river flood forecast. The BLUE algorithm was built on top of the one-dimensional hydraulics model MASCARET. The assimilation algorithm folds in two steps: the first one is based on the assumption that the upstream flow can be adjusted using a three-parameter correction, the second one consists in directly correcting the hydraulic state. This procedure is applied on a four-day sliding window over the whole flood event. The background error covariances for water level and
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Sécher, Matthieu, Philippe Ung, Eric Valette, Magali Jodeau, and Nicole Goutal. "COURLIS: a 1D suspension and bedload code." E3S Web of Conferences 40 (2018): 05038. http://dx.doi.org/10.1051/e3sconf/20184005038.

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COURLIS is a 1D sedimentology module coupled with MASCARET, 1D hydraulic code of the TELEMAC-MASCARET open source system. The code has been developed for more than 10 years, mainly for suspension sediment transport. Recently, the need of a 1D bedload code has been identified to model the long term evolution of rivers and reservoirs (several decades). New numerical schemes were implemented, some improvements were done in the geometry evolution algorithms. In terms of performance and robustness, the best scheme implemented is a finite volume upwind/downwind scheme. Several solutions are implemen
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Laganier, O., P. A. Ayral, D. Salze, and S. Sauvagnargues. "A coupling of hydrologic and hydraulic models appropriate for the fast floods of the Gardon river basin (France): results and comparisons with others modelling options." Natural Hazards and Earth System Sciences Discussions 1, no. 5 (2013): 4635–80. http://dx.doi.org/10.5194/nhessd-1-4635-2013.

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Abstract. Mediterranean catchments are regularly affected by fast and flash floods. Numerous hydrologic models were developed, and allow to reconstruct these floods. However, these approaches often concern average size basins, of some hundreds km2. At more important scales (>1000 km2), a coupling of hydrologic and hydraulic models appears to be an adapted solution. This study analyses the performances of a coupling of models and compares them with those of others modelling strategies. The distributed SCS-LR hydrologic model implemented in the ATHYS modelling platform ( http://www.athys-soft
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Caputo, J. G., and Y. A. Stepanyants. "Bore formation, evolution and disintegration into solitons in shallow inhomogeneous channels." Nonlinear Processes in Geophysics 10, no. 4/5 (2003): 407–24. http://dx.doi.org/10.5194/npg-10-407-2003.

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Abstract. The propagation of nonlinear surface waves in channels of smoothly variable in space cross section is studied theoretically and by means of numerical computations. The mathematical model describing wave evolution is based on the generalized Korteweg-de Vries equation with additional terms due to spatial inhomogeneity and energy dissipation. Specifically we consider channels of variable depth and width. The breaking of Riemann waves and the disintegration of hydraulic jumps into trains of solitons have been examined. The results obtained can be useful in particular for the understandi
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Laganier, O., P. A. Ayral, D. Salze, and S. Sauvagnargues. "A coupling of hydrologic and hydraulic models appropriate for the fast floods of the Gardon River basin (France)." Natural Hazards and Earth System Sciences 14, no. 11 (2014): 2899–920. http://dx.doi.org/10.5194/nhess-14-2899-2014.

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Abstract. Mediterranean catchments are regularly affected by fast and flash floods. Numerous hydrologic models have been developed, and allow modelling of these floods. However, these approaches often concern average-size basins of a few hundred km2. At larger scales (>1000 km2), coupling of hydrologic and hydraulic models appears to be an adapted solution. This study has as its first objective the evaluation of the performances of a coupling of models for flood hydrograph modelling. Secondly, the coupling results are compared with those of other modelling options. The aim of these comparis
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Dissertations / Theses on the topic "MASCARET hydraulic model"

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Habert, Johan. "Prévisions des crues en temps réel sur le bassin de la Marne : assimilation in situ pour la correction du modèle hydraulique mono-dimensionnel Mascaret." Thesis, Toulouse, INPT, 2016. http://www.theses.fr/2016INPT0017/document.

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La prévision des crues et des inondations reste aujourd’hui un défi pour anticiper et assurer la sécurité des biens et des personnes. En France, le SCHAPI, qui dépend du MEDDE, assure ce rôle. Les niveaux et les débits d’un cours d’eau dépendent étroitement des interactions à différentes échelles entre les précipitations, les caractéristiques géométriques du cours d’eau et les propriétés topographiques, géologiques et pédologiques du bassin versant. Les modèles hydrauliques, utilisés dans le cadre de la prévision des crues, sont entachés d’incertitudes qu’il est nécessaire de quantifier et de
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Laganier, Olivier. "Un couplage de modèles hydrologique et hydraulique adapté à la modélisation et à la prévision des crues à cinétique rapide – Application au cas du bassin versant du Gardon (France)." Thesis, Saint-Etienne, EMSE, 2014. http://www.theses.fr/2014EMSE0749/document.

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Les bassins versants du pourtour méditerranéen français sont touchés par des pluies parfois intenses et à fort cumuls, qui peuvent engendrer des crues à cinétique rapide. Les derniers exemples majeurs en date sont ceux de l’Aude en 1999, du Gard en 2002 et du Var en 2010, dont les conséquences furent dramatiques. Ces travaux de thèse visent à évaluer une approche de modélisation complémentaire aux outils dont disposent déjà les Services de Prévision des Crues pour la prévision des crues à cinétique rapide : le couplage de modèles hydrologique et hydraulique, qui est a priori adapté pour la mod
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