ISBN-10: 1118557794
ISBN-13: 9781118557792
ISBN-10: 1848211562
ISBN-13: 9781848211568
This sequence of 5 volumes proposes an built-in description of actual techniques modeling utilized by medical disciplines from meteorology to coastal morphodynamics. quantity 1 describes the actual techniques and identifies the most dimension units used to degree the most parameters which are fundamental to enforce these kinds of simulation tools. Volume 2 provides different theories in an built-in technique: mathematical versions in addition to conceptual types, utilized by all disciplines to symbolize those methods. quantity three identifies the most numerical equipment utilized in these kind of medical fields to translate mathematical types into numerical instruments. quantity four consists of a sequence of case experiences, devoted to functional purposes of those instruments in engineering difficulties. to accomplish this presentation, quantity five identifies and describes the modeling software program in every one discipline.Content:
Chapter 1 constructing the Flood Alert Map (pages 1–20): Christophe Calas, Jean?Michel Tanguy and Francois Bressand
Chapter 2 iteration of a Flood in a swift Basin (Gard 2002) (pages 21–28): Georges?Marie Saulnier
Chapter three Forecasting a Flood in a Branched community (Aude 1999) (pages 29–36): Jean?Michel Soubeyroux
Chapter four Hydrological Modeling Spatialized on Mediterranean River Basins. program in Flood Forecasting (pages 37–45): Arthur Marchandise and Christophe Bouvier
Chapter five Ensemble Hydrological Forecasting and Alert with the eu Flood Alert approach (EFAS): Case of the Danube Basin Floods in August 2005 (pages 47–61): Maria?Helena Ramos, Jutta Thielen and advert De Roo
Chapter 6 Propagation of a Flood in a Branched community (Marne 1999) (pages 63–72): Patrick Chasse
Chapter 7 Flood Propagation in a Looped community (Wateringues) (pages 73–81): Jean?Baptiste Faure
Chapter eight new release and Propagation of a Flash Flood on a River Basin (Aude 1999) (pages 83–92): Jacques Chorda and Marie Madeleine Maubourguet
Chapter nine Dynamics of the Flooding of Floodable Flatlands (Aude 1999) (pages 93–99): Jean?Michel Tanguy
Chapter 10 Failure of a Dike in a Flood surroundings (Agly 1999) (pages 101–112): Andre Paquier
Chapter eleven Flooding by means of Groundwater Upwelling at Remiremont (Moselle) (pages 113–122): Philippe Sergent
Chapter 12 NAVMER: send direction Simulator (pages 123–139): Yann Hollocou and Son Ha Lam
Chapter thirteen interplay among floor and Subsurface Flows: Somme Basin (pages 141–156): Dominique Thiery
Chapter 14 Hydrogeological Modeling of the Karst process at the Lez River (Montpellier) (pages 157–164): Nathalie Dorfliger, Perrine Fleury, Bernard Ladouche and Herve Jourde
Chapter 15 Hydraulic learn of the Marseille Vieux?Port River Basin (pages 165–181): Frederic Pons
Chapter sixteen Hydraulic research of the Aude River within the Carcassonne Crossing (pages 183–191): Arielle Masson
Chapter 17 Failure of a Dike in an city atmosphere: Amboise (pages 193–198): Jean?Michel Tanguy
Chapter 18 examine for the Prevention of dangers linked to the Dikes of the Rhone and the Saone on Land Belonging to the Lyon city group (pages 199–207): Olivier Bertrand
Chapter 19 Real?Time Estuary Modeling (Adour Maritime) (pages 209–218): Jerome Schoorens and Etienne Le Pape
Chapter 20 Operational Modeling of the Hydrodynamic Functioning of the Gironde Estuary (pages 219–230): Reginald Sarralde
Chapter 21 3D Modeling of Salinity and Sediment Suspension within the Loire Estuary: Coupling of procedures (pages 231–243): Regis Walther and Eric David
Chapter 22 Numerical Modeling of Sea States (pages 245–258): Bertrand Michard
Chapter 23 Taking Sea States under consideration in Offshore Racing (pages 259–263): Sylvain Mondon and Jean?Michel Lefevre
Chapter 24 Agitation examine for Roscoff?Bloscon Marina (pages 265–275): Pascal Lebreton
Chapter 25 Swell Agitation at Dunkirk's Western Port (pages 277–284): Pierre Debaillon
Chapter 26 research of Water caliber within the Seine (pages 285–299): Patrick Goblet and Stephanie Even
Chapter 27 go with the flow Forecasts for the Erika and status Oil Spills (pages 301–308): Pierre Daniel
Chapter 28 Evolution of River Beds: instance of the Arc River (pages 309–321): Andre Paquier
Chapter 29 Modeling of Seabed Sediments Resuspension within the Dover Strait (pages 323–330): Nicolas Guillou and Georges Chapalain
Chapter 30 Evolution of Beds round a Breakwater (pages 331–339): Jean?Michel Tanguy
Chapter 31 venture to “Restore the Maritime personality of the Mont?Saint?Michel” Hydrosedimentary stories (pages 341–359): Eric Lagroy De Croutte
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Example text
18, pp. 1195-1218, 2004. Chapter 31 Forecasting a Flood in a Branched Network (Aude 1999) This application example aims to demonstrate the use of a multi-model procedure grouping together several hydrological models of the linear-relationship type. This modeling system is used in real time for flood forecasting on the lower valley of the Aude. 4, but considerably faster to execute. 1. Problematic issue The Aude basin has witnessed several catastrophic floods over the last ten years. The most tragic was of course that of November 13, 1999.
For saturated transport and the resulting bed evolutions, a qualitative approach is acceptable. The quantitative results are still far from the reality, indeed this led the sedimentological study of the Mont Saint-Michel to be conducted on a physical model to begin with. Fluvial morphodynamics still has more difficulty representing realistic bed evolutions than maritime morphodynamics, despite the presence of swell: because the watercourses are generally not very wide and the turbulence phenomena and circulations in the profile (helical currents) often take on major importance.
6. Results provided by the model Every half hour, the multi-model procedure provides forecasters with simulations over three-hour and five-hour time periods at the Moussoulens station. These data can be viewed on the Sophie platform in terms of depth or flow rate and compared to the observations. We will present two recent floods that were not used for the calibration. 1. Simulation on the flood of December 2003 This flood is categorized as five-yearly. m. m. 5). 5. 2. Simulation on the January 2004 flood This flood’s frequency is less than bi-annual.
Practical Applications in Engineering, Volume 4
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