By Philippe Gourbesville, Jean A. Cunge, Guy Caignaert
This ebook is a set of prolonged papers in response to displays given in the course of the SIMHYDRO 2014 convention, held in Sophia Antipolis in June 2014. It specializes in the modeling and simulation of quick hydraulic transients, on 3D modeling, and on uncertainties and multiphase flows. The e-book explores either the restrictions and function of present versions and provides the most recent advancements in accordance with new numerical schemes, high-performance computing, multiphysics and multiscale tools, and higher interplay with box or scale version facts. It addresses the pursuits of practitioners, stakeholders, researchers and engineers lively during this field.
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Additional info for Advances in Hydroinformatics: SIMHYDRO 2014
Despite the signiﬁcant progress and excellent work in recent years related to dispersion processes, there is still uncertainty as to what parameterization is the most adequate for silting basins design. Thus, it is essential to perform experimental and prototype studies. On the other hand, it has been demonstrated that the inclusion of the longitudinal dispersion coefﬁcient produces more unfavorable results in terms of sediment removal in comparison with the advection–reaction model of Vanoni, whose results tend to overestimate the capability of the silt basins for sediment removal.
But this set of data is not well adapted to our modeling work. Fig. 8 Example of beach shape modiﬁcations after a South–East storm 26 R. Dumasdelage et al. Fig. 9 Beach proﬁle variations between the 10/12/13 (green curve) and the 06/01/14 (red curve) In fact, the purpose of our simulations is to represent the action of the hydrodynamic forcing terms due to a short storm event (few hours). Several months separate two beach width ﬁeld campaigns. Because of this time scale, the comparison between our results and the beach width data is not accurate.
Koch et al. Mesh with roughness only Mesh with porous walls and roughness Fig. 2 Methodology Implementation Modelling urbanized areas involves consideration of obstacles, including buildings, in the computational mesh, while allowing flooding of all areas. Two approaches were tested to develop the most appropriate methodology: Method # 1. Consideration of obstacles in the form of areas of signiﬁcant roughness. Deﬁning areas of roughness is based on data from land use; the layout of the mesh calculation follows the boundaries of these areas.
Advances in Hydroinformatics: SIMHYDRO 2014 by Philippe Gourbesville, Jean A. Cunge, Guy Caignaert