By Philippe Gourbesville, Jean Cunge, Guy Caignaert
The ebook is a set of prolonged papers which were chosen for presentation in the course of the SIMHYDRO 2012 convention held in Sophia Antipolis in September 2012. The papers current the cutting-edge numerical simulation in domain names similar to (1) New traits in modelling for marine, river & city hydraulics; (2) Stakeholders & practitioners of simulation; (3) 3D CFD & functions. All papers were peer reviewed and through medical committee contributors with file approximately caliber, content material and originality. the objective viewers for this booklet comprises scientists, engineers and practitioners inquisitive about the sphere of numerical modelling within the water area: flood administration, normal assets upkeep, hydraulic machineries, and innovation in numerical tools, 3D advancements and functions.
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Extra info for Advances in Hydroinformatics: SIMHYDRO 2012 – New Frontiers of Simulation
Abily et al. Fig. 6 Average of complete 2D SWEs-based models hmax values, reached at 10 points for the three scenarios, with bars indicating maximal hmax and minimal hmax values reached by models Regarding tested numerical modeling tools, MIKE SHE was used and configured with the aim to get quick results and to see if a diffusive wave assumption– based model use was acceptable for our approach. Though roughly matching with the results we get with other complete 2D SWEs–based models, some areas around buildings which are founded to be flooded with other models are not with MIKE SHE.
1 m horizontal resolution grid. This grid resolution fits with required horizontal precision to represent above-mentioned structures and is compatible with standard geomatic technologies for spatially dense topographical data information gathering [4, 5]. The modeled domain boundaries were closed. A reservoir was located downstream, for water evacuation and storage, far enough not to influence backward flow condition in the area of interest. An important aspect was to use a spatial discretization fine enough to keep on representing runoff influencing structures as included in the high-resolution DEM.
A number of aspects at different levels are to be taken into account such as economical, technical, environmental, and social. Reaching clear and unambiguous solutions may be very challenging even if the consideration is limited to a technoeconomical optimum. The need to develop tools for the design of electric power plants based on renewable energy resources arises from this difficulty. At the Hydro Engineering Center (HEC), considering main equipments criteria that are production and safety, useful numerical tools are developed to allow the modeling of hydraulic transients and the prediction of annual energy.
Advances in Hydroinformatics: SIMHYDRO 2012 – New Frontiers of Simulation by Philippe Gourbesville, Jean Cunge, Guy Caignaert