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Modèle Document Patrimonial EDF R&D LABORATOIRE NATIONAL D'HYDRAULIQUE ET ENVIRONNEMENT MODELISATION DES APPORTS HYDRIQUES ET TRANSFERTS HYDRO-SEDIMENTAIRES 6 quai Watier - 78401 CHATOU CEDEX, +33 (1) 30 87 79 46 16 novembre 2010 Page de garde SISYPHE 6.0 User Manual Catherine VILLARET H-P73-2010-01219-FR 1.0 This manual is part of the documentation on the TELEMAC hydro-informatic finite elements system (release 6.0). It describes the sediment transport processes which are programmed in the morphodynamic model SISYPHE as well as the method of coupling with the hydrodynamics model. SISYPHE can be applied to calculate the medium to long term bed evolutions in rivers, coastal or estuarine conditions. Physical processes as well as details on the numerical scheme and computational procedure are explained in full details. Accessibilité : Libre Mention Spéciale : Déclassement : Page de garde Page I sur III ©EDF SA 2010 ... Version Executive Summary This manual is part of the documentation on the TELEMAC hydro-informatic finite element system (release 6.0). It describes the sediment transport processes which are programmed in the morphodynamic model SISYPHE as well as the method of feedback between the hydrodynamics and the sediment transport model. SISYPHE is a process-based model: sediment transport rates, decomposed into bed-load and suspended load, are calculated as a function of the time-varying flow field and sediment properties at each node of the triangular grid. The resulting bed evolution is determined by solving the Exner equation using either finite element or finite volume techniques. Different processes can be accounted for, including the effect of combined waves and currents, non- equilibrium flow conditions, the presence of rigid beds, tidal flats, cohesive and non-cohesive sediment properties, … SISYPHE can be either chained or internally coupled to the hydrodynamic models (TELEMAC-2D, -3D) or to the wave propagation model (TOMAWAC). It can be applied to diverse flow conditions including rivers, coastal and estuarine environments. Optimization of numerical schemes and use of parallel processors allow to calculate medium to long-term bed evolution of the order of decades, in basin scale models (10-100 km). We describe in this manual sediment transport processes as well as their implementation (numerical schemes, numerical and physical parameters, input data files). After a general introduction in Part 1, the different steps required for a sedimentological computation are explained in Part 2, including the methods of coupling between the hydrodynamic and morphodynamic models. The sediment and flow parameters, including the bottom shear stress calculation, are presented in Part 3. Part 4 is devoted to the bed-load transport, and Part 5 to the suspended load. Part 6 and 7 present respectively a model description of sand grading effects, and cohesive sediment properties as well as a preliminary treatment of sand-mud mixtures. The effect of waves is discussed in Part 8. Part 9 gives a description of numerical methods and computer time optimization. Finally, Part 10 presents a brief discussion on the morphodynamic model limitation and accuracy. We recall here that SISYPHE, as well as other modules of the TELEMAC system, are open source since July 2010 and can be downloaded on the internet site (www.telemacsystem.com). Difficulties related to installation, bug reports as well as suggestions for future development are welcome and need to be submitted through the forum to the development team. Accessibilité : Page 1 / 73 ©... ... Version Summary EXECUTIVE SUMMARY ..........................................................................................................................1 SUMMARY ............................................................................................................................................... 2 1. INTRODUCTION ........................................................................................................................... 4 2. COMPUTATION PROCESSES ....................................................................................................5 2.1. SEQUENCE OF OPERATIONS ..............................................................................................................5 2.2. INPUT DATA FILES .............................................................................................................................5 2.3. COUPLING HYDRODYNAMICS/MORPHODYNAMICS ...............................................................................7 2.3.1. Chaining method .................................................................................................................... 7 2.3.2. Internal coupling ..................................................................................................................... 8 3. FLOW-SEDIMENT INTERACTIONS ..........................................................................................10 3.1. SEDIMENT/FLUID PROPERTIES .........................................................................................................10 3.2. BED SHEAR STRESS .......................................................................................................................10 3.3. SEDIMENT TRANSPORT ...................................................................................................................11 3.4. FRICTION LAWS .............................................................................................................................. 12 3.5. SKIN FRICTION CORRECTION ...........................................................................................................14 3.6. BED ROUGHNESS PREDICTOR .........................................................................................................15 4. BED-LOAD TRANSPORT ..........................................................................................................16 4.1. EXNER EQUATION ...........................................................................................................................16 4.2. SEDIMENT TRANSPORT FORMULAE ..................................................................................................17 4.3. SLOPING BED EFFECT .....................................................................................................................19 4.4. SEDIMENT SLIDE ............................................................................................................................20 4.5. SECONDARY CURRENTS .................................................................................................................20 4.6. TREATMENT OF RIGID BEDS ............................................................................................................21 4.7. EFFECT OF TIDAL FLATS..................................................................................................................22 5. SUSPENDED LOAD ................................................................................................................... 23 5.1. SUSPENDED LOAD TRANSPORT EQUATION .......................................................................................23 5.2. BED EVOLUTION .............................................................................................................................25 5.3. EQUILIBRIUM CONCENTRATIONS ......................................................................................................25 5.4. CONVECTION VELOCITY ..................................................................................................................27 5.5. INITIAL CONCENTRATIONS, BOUNDARY CONDITIONS ..........................................................................28 6. SAND GRADING EFFECTS .......................................................................................................29 6.1. SEDIMENT BED COMPOSITION .........................................................................................................29 6.2. TRANSPORT OF SEDIMENT MIXTURES ..............................................................................................30 6.3. NEW SEDIMENT TRANSPORT FORMULA ............................................................................................32 6.4. HIDING/EXPOSURE FACTORS...........................................................................................................32 7. COHESIVE SEDIMENTS ............................................................................................................ 34 7.1. EROSION, DEPOSITION FLUXES .......................................................................................................34 7.2. CONSOLIDATION EFFECTS ..............................................................................................................34 7.3. MIXED SEDIMENTS .........................................................................................................................35 8. WAVE EFFECTS .........................................................................................................................38 8.1. THEORETICAL BACKGROUND ...........................................................................................................38 8.2. WAVE-INDUCED BOTTOM FRICTION ..................................................................................................39 8.3. WAVE-INDUCED RIPPLES ................................................................................................................41 8.4. WAVE-INDUCED SAND TRANSPORT ..................................................................................................41
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