Search results for " unstructured mesh"

showing 6 items of 6 documents

The MAST-edge centred lumped scheme for the flow simulation in variably saturated heterogeneous porous media

2012

A novel methodology is proposed for the solution of the flow equation in a variably saturated heterogeneous porous medium. The computational domain is descretized using triangular meshes and the governing PDEs are discretized using a lumped in the edge centres numerical technique. The dependent unknown variable of the problem is the piezometric head. A fractional time step methodology is applied for the solution of the original system, solving consecutively a prediction and a correction problem. A scalar potential of the flow field exists and in the prediction step a MArching in Space and Time (MAST) formulation is applied for the sequential solution of the Ordinary Differential Equation of…

Numerical AnalysisPhysics and Astronomy (miscellaneous)DiscretizationApplied MathematicsLinear systemScalar potentialGeometryFinite element methodSettore ICAR/01 - IdraulicaComputer Science ApplicationsComputational MathematicsHydraulic headRate of convergenceVariably saturated porous medium Numerical model Finite element Lumped scheme Mass conservation Unstructured mesh Analytical solutionModeling and SimulationOrdinary differential equationApplied mathematicsVariably saturated porous medium Numerical model Finite element Lumped scheme Mass conservation Unstructured mesh Analytical solutionConservation of massMathematicsJournal of Computational Physics
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Anisotropic potential of velocity fields in real fluids: Application to the MAST solution of shallow water equations

2013

In the present paper it is first shown that, due to their structure, the general governing equations of uncompressible real fluids can be regarded as an "anisotropic" potential flow problem and closed streamlines cannot occur at any time. For a discretized velocity field, a fast iterative procedure is proposed to order the computational elements at the beginning of each time level, allowing a sequential solution element by element of the advection problem. Some closed circuits could appear due to the discretization error and the elements involved in these circuits could not be ordered. We prove in the paper that the total flux of these not ordered elements goes to zero by refining the compu…

Partial differential equationDiscretizationNumerical analysisShallow waterDam-breakUnstructured meshGeometryDelaunay triangulationNumerical methodExact solutions in general relativityTriangle meshPotential flow problemApplied mathematicsPotential flowStreamlines streaklines and pathlinesDam-break; Delaunay triangulation; Numerical methods; Potential flow problem; Shallow waters; Unstructured mesh; Water Science and TechnologyShallow water equationsMathematicsWater Science and Technology
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MAST-2D diffusive model for flood prediction on domains with triangular Delaunay unstructured meshes

2011

Abstract A new methodology for the solution of the 2D diffusive shallow water equations over Delaunay unstructured triangular meshes is presented. Before developing the new algorithm, the following question is addressed: it is worth developing and using a simplified shallow water model, when well established algorithms for the solution of the complete one do exist? The governing Partial Differential Equations are discretized using a procedure similar to the linear conforming Finite Element Galerkin scheme, with a different flux formulation and a special flux treatment that requires Delaunay triangulation but entire solution monotonicity. A simple mesh adjustment is suggested, that attains t…

Nonlinear systemMathematical optimizationDiscretizationDelaunay triangulationCourant–Friedrichs–Lewy conditionshallow waters numerical methods finite element method diffusive model unstructured meshes Delaunay triangulations Voronoi cells unsteady flow backwater effect analytical solutionLinear systemApplied mathematicsGalerkin methodShallow water equationsFinite element methodWater Science and TechnologyMathematics
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Inserimento di restringimenti e ponti in un modello diffusivo 2D di acque basse

2010

Gli effetti su una corrente, causati dalle pile di un ponte, o più in generale da strutture che riducono la sezione trasversale dell’alveo, risultano di particolare interesse per le variazioni idrometriche che comportano alla corrente stessa. Nonostante i numerosi studi teorici e sperimentali di letteratura, l’attuale modellistica numerica diffusiva non integra la presenza di tali manufatti nelle proprie tecniche risolutive. Nella presente memoria viene presentata la metodologia implementata nel modello diffusivo bidimensionale FLOW2D per la valutazione del rigurgito provocato da restringimenti della sezione trasversale, nonché dalla presenza delle campate. I profili di rigurgito ottenuti c…

shallow waters numerical methods diffusive model unstructured meshes backwater effectSettore ICAR/01 - Idraulica
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Simulation of the Propagation of Tsunamis in Coastal Regions by a Two-Dimensional Non-Hydrostatic Shallow Water Solver

2017

Due to the enormous damages and losses of human lives in the inundated regions, the simulation of the propagation of tsunamis in coastal areas has received an increasing interest of the researchers. We present a 2D depth-integrated, non- hydrostatic shallow waters solver to simulate the propagation of tsunamis, solitary waves and surges in coastal regions. We write the governing continuity and momentum equations in conservative form and discretize the domain with unstructured triangular Generalized Delaunay meshes. We apply a fractional- time-step procedure, where two problems (steps) are consecutively solved. In the first and in the second step, we hypothesize a hydrostatic and a non-hydro…

TurbulenceVoronoi cellShallow waters; Non-hydrostatic pressure; Unstructured mesh; Wetting/drying; Tsunami propagation; Long waves; Voronoi cells; Runge-Kutta method; Galerkin scheme; Manning equation; Dirichlet condition; OpenFOAMShallow waterLong waveUnstructured meshGeophysicsSolverTsunami propagationSettore ICAR/01 - IdraulicaThermal hydraulicsWetting/dryingWaves and shallow waterBoundary layerNon-hydrostatic pressureDirichlet conditionFluid dynamicsRunge-Kutta methodOpenFOAMMagnetohydrodynamicsNavier–Stokes equationsGalerkin schemeGeologyManning equation
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An improved numerical solver of the 2D diffusive shallow waters equations over unstructured triangular meshes

2009

Analytical solution diffusive model numerical methods obtuse triangles shallow waters unstructured mesh
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