Advances in Hydroinformatics: SIMHYDRO 2012 – New Frontiers by Philippe Gourbesville, Jean Cunge, Guy Caignaert

By Philippe Gourbesville, Jean Cunge, Guy Caignaert

The booklet is a suite of prolonged papers which were chosen for presentation through the SIMHYDRO 2012 convention held in Sophia Antipolis in September 2012. The papers current the cutting-edge numerical simulation in domain names comparable to (1) New developments in modelling for marine, river & city hydraulics; (2) Stakeholders & practitioners of simulation; (3) 3D CFD & functions. All papers were peer reviewed and via clinical committee participants with file approximately caliber, content material and originality. the objective viewers for this ebook contains scientists, engineers and practitioners inquisitive about the sector of numerical modelling within the water area: flood administration, common assets maintenance, hydraulic machineries, and innovation in numerical equipment, 3D advancements and purposes.

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2) Using fine topographical data, main drainage path and pounded areas can be identified. This method is rather qualitative and does not integer quantitative aspects. (3) Numerical modeling of runoff as a free surface flow is a practice often used at larger scale for flood risks assessment and might be applied for runoff over high-resolution topography studies. Indeed, gaining ground of standard numerical modeling tools use for surface runoff component modeling at high resolution is observed [2, 3].

To progress in those studies, each field is awaiting information from others and the results of each study are input data to other fields. Numerical modeling is a useful tool to support strategic decision during a hydroelectric project. It allows taking into account a large range of criteria. This extending range of criteria is influenced by the authorities who are mainly politicians, investors, and regulatory administrators. It is also the first way to evaluate risks and address unforeseen problems in a more systematical way than either guessing or forecasting.

Fully resolved 2D SWEs–based modeling tools seemed to be more adapted for high-resolution runoff modeling for objectives of runoff induced maximal water depth estimation and site hydrodynamic understanding. Nevertheless, numerical representation and treatment of parameters like manning coefficient and eddy viscosity deserved to be more fundamentally studied. Tested and compared numerical modeling tools produce comparable results independently of the used numerical method, even if requiring important optimization in models creation and setup.

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