By Philippe Gourbesville, Jean Cunge, Guy Caignaert
The booklet is a set of prolonged papers which were chosen for presentation throughout 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 developments in modelling for marine, river & city hydraulics; (2) Stakeholders & practitioners of simulation; (3) 3D CFD & purposes. All papers were peer reviewed and by way of clinical committee individuals with record approximately caliber, content material and originality. the objective viewers for this e-book comprises scientists, engineers and practitioners fascinated with the sector of numerical modelling within the water zone: flood administration, typical assets renovation, hydraulic machineries, and innovation in numerical equipment, 3D advancements and functions.
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Additional resources for Advances in Hydroinformatics: SIMHYDRO 2012 – New Frontiers of Simulation
These models are regularly updated to assure they are an accurate reflection of the current status of the Rhône. 2 Methods and Tools The full length of the Rhône has been modelled and broken down, for reasons of practicality, into 20 reaches covering the Rhône itself with several additional models covering tributaries. A typical reach would comprise: the natural Rhône river course and the tailrace channel of upstream development, the reservoir and the run-of-the-river barrage and headrace channel of the considered development.
Grimaldi (&) Á G. Bontron Á P. fr G. fr P. fr P. Gourbesville et al. 1007/978-981-4451-42-0_4, Ó Springer Science+Business Media Singapore 2014 35 36 L. Grimaldi et al. 1 Introduction CNR, France’s leading producer of exclusively renewable energy, controls a variety of production facilities: hydroelectric power plants, wind farms and solar power plants. Among these, the Rhône river concession is the main asset, with a generating capacity of around 3,000 MW, supplied by the 18 hydroelectric plants along the river.
In T. I. O. ), Hydraulics in civil engineering (p. 11). Hobart, Australia. 8. DHI. (2007). MIKE 21 and MIKE 3 flow model FM, hydrodynamic and transport module: Scientific documentation (p. 50). Danish: Danish Hydraulics Institute. 9. , Bristeau, M. , & Perthame, B. (2004). A fast and stable well-balanced scheme with hydrostatic reconstruction for shallow water flows. Journal of Scientific Computation, 25(6), 2050–2065. 10. Schubert, J. , Sanders, B. , Smith, M. , & Wright, N. G. (2008). Unstructured mesh generation and land cover-based resistance for hydrodynamic modelling of urban flooding.