Paolo Mignosa
Paolo Mignosa
Full Professor in Hydraulic Structures - DICATeA - UniversitÓ di Parma
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Variable resolution for SPH: a dynamic particle coalescing and splitting scheme
R Vacondio, BD Rogers, PK Stansby, P Mignosa, J Feldman
Computer Methods in Applied Mechanics and Engineering 256, 132-148, 2013
SPH modeling of shallow flow with open boundaries for practical flood simulation
R Vacondio, BD Rogers, PK Stansby, P Mignosa
Journal of Hydraulic Engineering 138 (6), 530-541, 2012
A weighted surface-depth gradient method for the numerical integration of the 2D shallow water equations with topography
F Aureli, A Maranzoni, P Mignosa, C Ziveri
Advances in Water Resources 31 (7), 962-974, 2008
GPU-enhanced finite volume shallow water solver for fast flood simulations
R Vacondio, A Dal Palu, P Mignosa
Environmental modelling & software 57, 60-75, 2014
Numerical simulation and experimental verification of dam-break flows with shocks
F Aureli, P Mignosa, M Tomirotti
Journal of hydraulic research 38 (3), 197-206, 2000
Dam-break flows: acquisition of experimental data through an imaging technique and 2D numerical modeling
F Aureli, A Maranzoni, P Mignosa, C Ziveri
Journal of Hydraulic Engineering 134 (8), 1089-1101, 2008
Experimental and numerical evaluation of the force due to the impact of a dam-break wave on a structure
F Aureli, S Dazzi, A Maranzoni, P Mignosa, R Vacondio
Advances in Water Resources 76, 29-42, 2015
Influence of tests duration on the evaluation of ultimate scour around circular piers
S Franzetti, E Larcan, P Mignosa
Istituto di Idraulica e Costruzioni Idrauliche, 1982
3D SPH numerical simulation of the wave generated by the Vajont rockslide
R Vacondio, P Mignosa, S Pagani
Advances in water resources 59, 146-156, 2013
Variable resolution for SPH in three dimensions: Towards optimal splitting and coalescing for dynamic adaptivity
R Vacondio, BD Rogers, PK Stansby, P Mignosa
Computer Methods in Applied Mechanics and Engineering 300, 442-460, 2016
Shallow water SPH for flooding with dynamic particle coalescing and splitting
R Vacondio, BD Rogers, PK Stansby, P Mignosa
Advances in Water Resources 58, 10-23, 2013
Simulation of the January 2014 flood on the Secchia River using a fast and high-resolution 2D parallel shallow-water numerical scheme
R Vacondio, F Aureli, A Ferrari, P Mignosa, A Dal Pal¨
Natural Hazards 80 (1), 103-125, 2016
Influence of stirrup distribution and support width on the shear strength of reinforced concrete wide beams
P Serna-Ros, MA Fernandez-Prada, P Miguel-Sosa, OAR Debb
Magazine of concrete research 54 (3), 181-191, 2002
Regional estimation of synthetic design hydrographs
U Maione, P Mignosa, M Tomirotti
International Journal of River Basin Management 1 (2), 151-163, 2003
A non-uniform efficient grid type for GPU-parallel Shallow Water Equations models
R Vacondio, A Dal Pal¨, A Ferrari, P Mignosa, F Aureli, S Dazzi
Environmental Modelling & Software 88, 119-137, 2017
Flooding scenarios due to levee breaking in the Po river
F Aureli, P Mignosa
Proceedings of the Institution of Civil Engineers-Water Management 157 (1), 3-12, 2004
An image processing technique for measuring free surface of dam-break flows
F Aureli, A Maranzoni, P Mignosa, C Ziveri
Experiments in fluids 50 (3), 665-675, 2011
Bayesian estimation of inflow hydrographs in ungauged sites of multiple reach systems
M D’Oria, P Mignosa, MG Tanda
Advances in water resources 63, 143-151, 2014
A correction for balancing discontinuous bed slopes in two‐dimensional smoothed particle hydrodynamics shallow water modeling
R Vacondio, BD Rogers, PK Stansby, P Mignosa
International Journal for Numerical Methods in Fluids 71 (7), 850-872, 2013
Flood hazard mapping by means of fully-2D and quasi-2D numerical modeling: a case study
A Aureli, A Maranzoni, P Mignosa, C Ziveri
Floods, from defence to management, edited by: van Alphen, J., van Beek, Eá…, 2005
Il sistema al momento non pu˛ eseguire l'operazione. Riprova pi¨ tardi.
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