{"id":44,"date":"2023-01-25T17:09:50","date_gmt":"2023-01-25T17:09:50","guid":{"rendered":"https:\/\/intrusion2023.irsa.cnr.it\/wordpress\/?page_id=44"},"modified":"2023-07-04T09:39:35","modified_gmt":"2023-07-04T09:39:35","slug":"schedule","status":"publish","type":"page","link":"https:\/\/intrusion2023.irsa.cnr.it\/wordpress\/index.php\/schedule\/","title":{"rendered":"Schedule"},"content":{"rendered":"\n<p class=\"has-text-align-right\"><a href=\"http:\/\/intrusion2023.irsa.cnr.it\/wordpress\/wp-content\/uploads\/2023\/07\/INTRUSION2023_Schedule.pdf\" data-type=\"URL\" data-id=\"http:\/\/intrusion2023.irsa.cnr.it\/wordpress\/wp-content\/uploads\/2023\/07\/INTRUSION2023_Schedule.pdf\">PDF version<\/a><\/p>\n\n\n\n<figure class=\"wp-block-table\">\n<table style=\"height: 1491.75px; width: 99.881%;\">\n<tbody>\n<tr style=\"height: 46px;\">\n<td class=\"has-text-align-center\" style=\"width: 25.149%; height: 46px; text-align: center; background-color: #ffffff; border-color: #000000; border-style: none;\" data-align=\"center\"><strong>Monday 3 July<\/strong><br \/>ArCoD department (<a href=\"https:\/\/goo.gl\/maps\/rt6JMoffp2VNjkT68\">map<\/a>)<\/td>\n<td class=\"has-text-align-center\" style=\"width: 9.41597%; height: 46px; background-color: #ffffff; border-color: #000000; border-style: none;\" data-align=\"center\">\u00a0<\/td>\n<td class=\"has-text-align-center\" style=\"width: 26.5793%; height: 46px; background-color: #ffffff; border-color: #000000; border-style: none;\" data-align=\"center\"><strong>Tuesday 4 July<\/strong><br \/>ArCoD department (<a href=\"https:\/\/goo.gl\/maps\/rt6JMoffp2VNjkT68\">map<\/a>)<\/td>\n<td class=\"has-text-align-center\" style=\"width: 9.41597%; height: 46px; background-color: #ffffff; border-color: #000000; border-style: none;\" data-align=\"center\">\u00a0<\/td>\n<td class=\"has-text-align-center\" style=\"width: 29.3206%; height: 46px; background-color: #ffffff; border-color: #000000; border-style: none;\" data-align=\"center\"><strong>Wednesday 5 July<\/strong><br \/>Department of Mathematics (<a href=\"https:\/\/goo.gl\/maps\/v79jq5xuxFqxXC6w6\">map<\/a>)<\/td>\n<\/tr>\n<tr style=\"height: 46px;\">\n<td class=\"has-text-align-center\" style=\"width: 25.149%; height: 46px; background-color: #efefef; border-style: dashed; border-color: #000000;\" data-align=\"center\">Opening<br \/>8:45 <strong>\u2013<\/strong> 9:00<\/td>\n<td class=\"has-text-align-center\" style=\"width: 9.41597%; height: 46px; vertical-align: top; border-style: solid; border-color: #000000;\" data-align=\"center\">8:45<\/td>\n<td class=\"has-text-align-center\" style=\"width: 26.5793%; height: 46px; border-style: dashed; border-color: #000000;\" data-align=\"center\">\u00a0<\/td>\n<td class=\"has-text-align-center\" style=\"width: 9.41597%; height: 46px; vertical-align: top; border-style: solid; border-color: #000000;\" data-align=\"center\">8:45<\/td>\n<td class=\"has-text-align-center\" style=\"width: 29.3206%; height: 46px; border-style: dashed; border-color: #000000;\" data-align=\"center\">\u00a0<\/td>\n<\/tr>\n<tr style=\"height: 46px;\">\n<td class=\"has-text-align-center\" style=\"width: 25.149%; height: 46px; background-color: #e3f2d3; border-style: dashed; border-color: #000000;\" data-align=\"center\"><strong>Sorin Pop<\/strong><br \/><strong>9:00 \u2013 9:35<\/strong><br \/>Non-standard models for flow in porous media<\/td>\n<td class=\"has-text-align-center\" style=\"width: 9.41597%; height: 46px; vertical-align: top; border-style: solid; border-color: #000000;\" data-align=\"center\">9:00<\/td>\n<td class=\"has-text-align-center\" style=\"width: 26.5793%; height: 46px; background-color: #e3f2d3; border-style: dashed; border-color: #000000;\" data-align=\"center\"><strong>Florin Radu<\/strong><br \/><strong>9:00 \u2013 9:35<\/strong><br \/>Efficient solvers for Richards\u2019 equation<\/td>\n<td class=\"has-text-align-center\" style=\"width: 9.41597%; height: 46px; vertical-align: top; border-style: solid; border-color: #000000;\" data-align=\"center\">9:00<\/td>\n<td class=\"has-text-align-center\" style=\"width: 29.3206%; height: 46px; background-color: #dfebff; border-style: dashed; border-color: #000000;\" data-align=\"center\"><strong>Matthew Farthing<\/strong><br \/><strong>9:00 \u2013 9:35<\/strong><br \/>Model Reduction and Operator Learning for Environmental Flows<\/td>\n<\/tr>\n<tr style=\"height: 46px;\">\n<td class=\"has-text-align-center\" style=\"width: 25.149%; height: 46px; background-color: #e3f2d3; border-style: dashed; border-color: #000000;\" data-align=\"center\"><strong>Wietse M. Boon<\/strong><br \/><strong>9:35 \u2013 9:55<\/strong><br \/>Multipoint mixed finite element methods for rotation-based formulations of Stokes flow and Biot poroelasticity<\/td>\n<td class=\"has-text-align-center\" style=\"width: 9.41597%; height: 46px; vertical-align: top; border-style: solid; border-color: #000000;\" data-align=\"center\">9:35<\/td>\n<td class=\"has-text-align-center\" style=\"width: 26.5793%; height: 46px; background-color: #e3f2d3; border-style: dashed; border-color: #000000;\" data-align=\"center\"><strong>Matteo Icardi<\/strong><br \/><strong>9:35 \u2013 9:55<\/strong><br \/>HIgh order Projection-based HOMogenisation for advection diffusion reaction problems<\/td>\n<td class=\"has-text-align-center\" style=\"width: 9.41597%; height: 46px; vertical-align: top; border-style: solid; border-color: #000000;\" data-align=\"center\">9:35<\/td>\n<td class=\"has-text-align-center\" style=\"width: 29.3206%; height: 46px; background-color: #dfebff; border-style: dashed; border-color: #000000;\" data-align=\"center\"><strong>Enrico Facca<\/strong><br \/><strong>9:35 \u2013 9:55<\/strong><br \/>Network inpainting via Optimal Transport<\/td>\n<\/tr>\n<tr style=\"height: 46px;\">\n<td class=\"has-text-align-center\" style=\"width: 25.149%; height: 46px; background-color: #e3f2d3; border-style: dashed; border-color: #000000;\" data-align=\"center\"><strong>Alessio Fumagalli<\/strong><br \/><strong>9:55 \u2013 10:30<\/strong><br \/>A machine learning approach that ensure local mass conservation for single-phase flow in fractured porous media<\/td>\n<td class=\"has-text-align-center\" style=\"width: 9.41597%; height: 46px; vertical-align: top; border-style: solid; border-color: #000000;\" data-align=\"center\">9:55<\/td>\n<td class=\"has-text-align-center\" style=\"width: 26.5793%; height: 46px; background-color: #e3f2d3; border-style: dashed; border-color: #000000;\" data-align=\"center\"><strong>Ilario Mazzieri<\/strong><br \/><strong>9:55 \u2013 10:30<\/strong><br \/>A space-time discontinuous Galerkin method for wave propagation problems in coupled poroelastic-elastic domains<\/td>\n<td class=\"has-text-align-center\" style=\"width: 9.41597%; height: 46px; vertical-align: top; border-style: solid; border-color: #000000;\" data-align=\"center\">9:55<\/td>\n<td class=\"has-text-align-center\" style=\"width: 29.3206%; height: 46px; background-color: #dfebff; border-style: dashed; border-color: #000000;\" data-align=\"center\"><strong>Salvatore Cuomo<\/strong><br \/><strong>9:55 \u2013 10:30<\/strong><br \/>Physics-Informed Neural Networks for solving Groundwater Flow Equation<\/td>\n<\/tr>\n<tr style=\"height: 46px;\">\n<td class=\"has-text-align-center\" style=\"width: 25.149%; height: 46px; background-color: #e3f2d3; border-style: dashed; border-color: #000000;\" data-align=\"center\"><strong>Elena Bachini<\/strong><br \/><strong>10:30 \u2013 10:50<\/strong><br \/>Geometrically intrinsic modeling of 2D diffusive wave overland flow for coupled surface-subsurface hydrological applications<\/td>\n<td class=\"has-text-align-center\" style=\"width: 9.41597%; height: 46px; vertical-align: top; border-style: solid; border-color: #000000;\" data-align=\"center\">10:30<\/td>\n<td class=\"has-text-align-center\" style=\"width: 26.5793%; height: 46px; background-color: #e3f2d3; border-style: dashed; border-color: #000000;\" data-align=\"center\"><strong>Massimo Frittelli<\/strong><br \/><strong>10:30 \u2013 10:50<\/strong><br \/>A bulk-surface reaction-diffusion model for electrodeposition and novel numerical solvers<\/td>\n<td class=\"has-text-align-center\" style=\"width: 9.41597%; height: 46px; vertical-align: top; border-style: solid; border-color: #000000;\" data-align=\"center\">10:30<\/td>\n<td class=\"has-text-align-center\" style=\"width: 29.3206%; height: 46px; background-color: #dfebff; border-style: dashed; border-color: #000000;\" data-align=\"center\"><strong>Nicodemo Di Pasquale<\/strong><br \/><strong>10:30 \u2013 10:50<\/strong><br \/>Mathematical modelling and open-source simulation of reverse-osmosis desalination<\/td>\n<\/tr>\n<tr style=\"height: 46px;\">\n<td class=\"has-text-align-center\" style=\"width: 25.149%; height: 46px; background-color: #efefef; border-style: dashed; border-color: #000000;\" data-align=\"center\">Coffee break<br \/>10:50 <strong>\u2013<\/strong> 11:30<\/td>\n<td class=\"has-text-align-center\" style=\"width: 9.41597%; height: 46px; vertical-align: top; border-style: solid; border-color: #000000;\" data-align=\"center\">10:50<\/td>\n<td class=\"has-text-align-center\" style=\"width: 26.5793%; height: 46px; background-color: #efefef; border-style: dashed; border-color: #000000;\" data-align=\"center\">Coffee break<br \/>10:50 <strong>\u2013<\/strong> 11:30<\/td>\n<td class=\"has-text-align-center\" style=\"width: 9.41597%; height: 46px; vertical-align: top; border-style: solid; border-color: #000000;\" data-align=\"center\">10:50<\/td>\n<td class=\"has-text-align-center\" style=\"width: 29.3206%; height: 46px; background-color: #efefef; border-style: dashed; border-color: #000000;\" data-align=\"center\">Coffee break<br \/>10:50 <strong>\u2013<\/strong> 11:30<\/td>\n<\/tr>\n<tr style=\"height: 46px;\">\n<td class=\"has-text-align-center\" style=\"width: 25.149%; height: 46px; background-color: #e3f2d3; border-style: dashed; border-color: #000000;\" data-align=\"center\"><strong>Amilcare M. Porporato<\/strong><br \/><strong>11:30 \u2013 12:05<\/strong><br \/>Moisture fluctuations in soil biogeochemical cycles: from the emblematic case of iron-redox cycles to current challenges<\/td>\n<td class=\"has-text-align-center\" style=\"width: 9.41597%; height: 46px; vertical-align: top; border-style: solid; border-color: #000000;\" data-align=\"center\">11:30<\/td>\n<td class=\"has-text-align-center\" style=\"width: 26.5793%; height: 46px; background-color: #e3f2d3; border-style: dashed; border-color: #000000;\" data-align=\"center\"><strong>Giorgio Cassiani<br \/>11:30 \u2013 12:05<br \/><\/strong>The &#8220;true&#8221; meaning of Hydrogeophysics: integration of geophysical data with hydrological modeling<\/td>\n<td class=\"has-text-align-center\" style=\"width: 9.41597%; height: 46px; vertical-align: top; border-style: solid; border-color: #000000;\" data-align=\"center\">11:30<\/td>\n<td class=\"has-text-align-center\" style=\"width: 29.3206%; height: 46px; background-color: #dfebff; border-style: dashed; border-color: #000000;\" data-align=\"center\"><strong>Costantino Masciopinto<\/strong><br \/><strong>11:30 \u2013 12:05<\/strong><br \/>Conceptual Models of Flow and Transport in Fracture-Dominated Aquifers<\/td>\n<\/tr>\n<tr style=\"height: 46px;\">\n<td class=\"has-text-align-center\" style=\"width: 25.149%; height: 46px; background-color: #e3f2d3; border-style: dashed; border-color: #000000;\" data-align=\"center\"><strong>Giovanni Girardi<\/strong><br \/><strong>12:05 \u2013 12:25<\/strong><br \/>Modeling Water Stress in Root Water Uptake<\/td>\n<td class=\"has-text-align-center\" style=\"width: 9.41597%; height: 46px; vertical-align: top; border-style: solid; border-color: #000000;\" data-align=\"center\">12:05<\/td>\n<td class=\"has-text-align-center\" style=\"width: 26.5793%; height: 46px; background-color: #e3f2d3; border-style: dashed; border-color: #000000;\" data-align=\"center\"><strong>Patricia D\u00edaz de Alba<\/strong><br \/><strong>12:05 \u2013 12:25<\/strong><br \/>Forward electromagnetic induction modelling in a multilayered half-space: An open-source software tool<\/td>\n<td class=\"has-text-align-center\" style=\"width: 9.41597%; height: 46px; vertical-align: top; border-style: solid; border-color: #000000;\" data-align=\"center\">12:05<\/td>\n<td class=\"has-text-align-center\" style=\"width: 29.3206%; height: 46px; background-color: #dfebff; border-style: dashed; border-color: #000000;\" data-align=\"center\"><strong>Cristina Di Salvo<\/strong><br \/><strong>12:05 \u2013 12:25<\/strong><br \/>The use of advanced solvers and parameters optimization software to overcome numerical errors in groundwater flow models in folded and faulted areas<\/td>\n<\/tr>\n<tr style=\"height: 46px;\">\n<td class=\"has-text-align-center\" style=\"width: 25.149%; height: 46px; background-color: #e3f2d3; border-style: dashed; border-color: #000000;\" data-align=\"center\"><strong>Sara Bonetti<\/strong><br \/><strong>12:25 \u2013 13:00<\/strong><br \/>Effects of small-scale soil structure features on hydrological, biogeochemical, and geomorphological processes<\/td>\n<td class=\"has-text-align-center\" style=\"width: 9.41597%; height: 46px; vertical-align: top; border-style: solid; border-color: #000000;\" data-align=\"center\">12:25<\/td>\n<td class=\"has-text-align-center\" style=\"width: 26.5793%; height: 46px; background-color: #e3f2d3; border-style: dashed; border-color: #000000;\" data-align=\"center\"><strong>Vittorio Di Federico<\/strong><br \/><strong>12:25 \u2013 13:00<\/strong><br \/>Non-Newtonian flow in fractured media: from deterministic to random approaches<\/td>\n<td class=\"has-text-align-center\" style=\"width: 9.41597%; height: 46px; vertical-align: top; border-style: solid; border-color: #000000;\" data-align=\"center\">12:25<\/td>\n<td class=\"has-text-align-center\" style=\"width: 29.3206%; height: 46px; background-color: #dfebff; border-style: dashed; border-color: #000000;\" data-align=\"center\"><strong>Monica Riva<\/strong><br \/><strong>12:25 \u2013 13:00<\/strong><br \/>Nanoscale investigation and Stochastic assessment of calcite dissolution<\/td>\n<\/tr>\n<tr style=\"height: 46px;\">\n<td class=\"has-text-align-center\" style=\"width: 25.149%; height: 69px; background-color: #efefef; border-style: dashed; border-color: #000000;\" rowspan=\"2\" data-align=\"center\">Lunch break<br \/>13:00 <strong>\u2013<\/strong> 14:35<\/td>\n<td class=\"has-text-align-center\" style=\"width: 9.41597%; height: 46px; vertical-align: top; border-style: solid; border-color: #000000;\" data-align=\"center\">13:00<\/td>\n<td class=\"has-text-align-center\" style=\"width: 26.5793%; height: 69px; background-color: #efefef; border-style: dashed; border-color: #000000;\" rowspan=\"2\" data-align=\"center\">Lunch break<br \/>13:00 <strong>\u2013<\/strong> 14:35<\/td>\n<td class=\"has-text-align-center\" style=\"width: 9.41597%; height: 46px; vertical-align: top; border-style: solid; border-color: #000000;\" data-align=\"center\">13:00<\/td>\n<td class=\"has-text-align-center\" style=\"width: 29.3206%; height: 46px; background-color: #efefef; border-style: dashed; border-color: #000000;\" data-align=\"center\">Lunch break<br \/>13:00 <strong>\u2013<\/strong> 14:15<\/td>\n<\/tr>\n<tr style=\"height: 23px;\">\n<td class=\"has-text-align-center\" style=\"width: 9.41597%; height: 23px; vertical-align: top; border-style: solid; border-color: #000000;\" data-align=\"center\">14:15<\/td>\n<td class=\"has-text-align-center\" style=\"width: 9.41597%; height: 23px; vertical-align: top; border-style: solid; border-color: #000000;\" data-align=\"center\">14:15<\/td>\n<td class=\"has-text-align-center\" style=\"width: 29.3206%; height: 87.4168px; background-color: #dfebff; border-style: dashed; border-color: #000000;\" rowspan=\"2\" data-align=\"center\"><strong>Vincenzo Casulli<\/strong><br \/><strong>14:15 \u2013 14:50<\/strong><br \/>A coupled surface-subsurface model for hydrostatic flows under saturated and variably saturated conditions<\/td>\n<\/tr>\n<tr style=\"height: 23px;\">\n<td class=\"has-text-align-center\" style=\"height: 156.417px; width: 25.149%; background-color: #e3f2d3; border-style: dashed; border-color: #000000;\" rowspan=\"3\" data-align=\"center\"><strong>Massimiliano Ferronato<\/strong><br \/><strong>14:35 \u2013 15:10<\/strong><br \/>Numerical models for frictional contact mechanics and flow in fractured porous media<\/td>\n<td class=\"has-text-align-center\" style=\"width: 9.41597%; height: 110.417px; vertical-align: top; border-style: solid; border-color: #000000;\" rowspan=\"2\" data-align=\"center\">14:35<\/td>\n<td class=\"has-text-align-center\" style=\"height: 156.417px; width: 26.5793%; background-color: #e3f2d3; border-style: dashed; border-color: #000000;\" rowspan=\"3\" data-align=\"center\"><strong>Gerardo Severino<\/strong><br \/><strong>14:35 \u2013 15:10<\/strong><br \/>Flow and transport in a doublet-type flow configuration<\/td>\n<td class=\"has-text-align-center\" style=\"width: 9.41597%; height: 110.417px; vertical-align: top; border-style: solid; border-color: #000000;\" rowspan=\"2\" data-align=\"center\">14:35<\/td>\n<\/tr>\n<tr style=\"height: 46px;\">\n<td class=\"has-text-align-center\" style=\"width: 29.3206%; height: 46px; background-color: #dfebff; border-style: dashed; border-color: #000000;\" data-align=\"center\"><strong>Shawkat B. M. Hassan<\/strong><br \/><strong>14:50 \u2013 15:00<\/strong><br \/>Analysing the role of soil and vegetation spatial variability in modelling hydrological processes for irrigation optimisation at large scale<\/td>\n<\/tr>\n<tr style=\"height: 46px;\">\n<td class=\"has-text-align-center\" style=\"width: 9.41597%; height: 92px; vertical-align: top; border-style: solid; border-color: #000000;\" rowspan=\"2\" data-align=\"center\">15:00<\/td>\n<td class=\"has-text-align-center\" style=\"width: 9.41597%; height: 92px; vertical-align: top; border-style: solid; border-color: #000000;\" rowspan=\"2\" data-align=\"center\">15:00<\/td>\n<td class=\"has-text-align-center\" style=\"width: 29.3206%; height: 46px; background-color: #dfebff; border-style: dashed; border-color: #000000;\" data-align=\"center\"><strong>Guglielmo F. A. Brunetti<\/strong><br \/><strong>15:00 \u2013 15:10<\/strong><br \/>Investigating Hyghly Heterogeneous Aquifers: A Unique Experimental Approach<\/td>\n<\/tr>\n<tr style=\"height: 46px;\">\n<td class=\"has-text-align-center\" style=\"width: 25.149%; height: 92px; background-color: #e3f2d3; border-style: dashed; border-color: #000000;\" rowspan=\"2\" data-align=\"center\"><span data-sheets-formula-bar-text-style=\"font-size:13px;color:#000000;font-weight:bold;text-decoration:none;font-family:''Arial'';font-style:normal;text-decoration-skip-ink:none;\"><strong>Fabio Durastante<\/strong><br \/><strong>15:10 \u2013 15:30<\/strong><br \/>Why diffusion-based preconditioning of Richards equation works: spectral analysis and computational experiments at very large scale.<\/span><\/td>\n<td class=\"has-text-align-center\" style=\"width: 26.5793%; height: 92px; background-color: #e3f2d3; border-style: dashed; border-color: #000000;\" rowspan=\"2\" data-align=\"center\"><strong>Alexander Litvinenko<\/strong><br \/><strong>15:10 \u2013 15:30<\/strong><br \/>Uncertainty quantification in coastal aquifers using the multilevel Monte Carlo method<\/td>\n<td class=\"has-text-align-center\" style=\"width: 29.3206%; height: 46px; background-color: #dfebff; border-style: dashed; border-color: #000000;\" data-align=\"center\"><strong>Ahmad R. Faqiri<\/strong><br \/><strong>15:10 \u2013 15:20<\/strong><br \/>Evaluation of concrete quality through estimation of absorbed water and water penetration depth using electromagnetic wave radar<\/td>\n<\/tr>\n<tr style=\"height: 46px;\">\n<td class=\"has-text-align-center\" style=\"width: 9.41597%; height: 92px; vertical-align: top; border-style: solid; border-color: #000000;\" rowspan=\"2\" data-align=\"center\">15:20<\/td>\n<td class=\"has-text-align-center\" style=\"width: 9.41597%; height: 92px; vertical-align: top; border-style: solid; border-color: #000000;\" rowspan=\"2\" data-align=\"center\">15:20<\/td>\n<td class=\"has-text-align-center\" style=\"width: 29.3206%; height: 46px; background-color: #dfebff; border-style: dashed; border-color: #000000;\" data-align=\"center\"><strong>Fabiano Castrogiovanni<\/strong><br \/><strong>15:20 \u2013 15:30<\/strong><br \/>A simplified numerical assessment of excessive DM growth in Self-Forming Dynamic Membrane Bioreactors (SFD MBR) for Wastewater Treatment<\/td>\n<\/tr>\n<tr style=\"height: 46px;\">\n<td class=\"has-text-align-center\" style=\"width: 25.149%; height: 92px; background-color: #e3f2d3; border-style: dashed; border-color: #000000;\" rowspan=\"2\" data-align=\"center\"><strong>Fabio Difonzo<\/strong><br \/><strong>15:30 \u2013 15:50<\/strong><br \/>Nonnegative moment coordinates on finite element geometries<\/td>\n<td class=\"has-text-align-center\" style=\"width: 26.5793%; height: 92px; background-color: #e3f2d3; border-style: dashed; border-color: #000000;\" rowspan=\"2\" data-align=\"center\"><strong>Roberto Guglielmi<\/strong><br \/><strong>15:30 \u2013 15:50<\/strong><br \/>Optimal irrigation strategies in a Richards\u2019 framework<\/td>\n<td class=\"has-text-align-center\" style=\"width: 29.3206%; height: 46px; background-color: #dfebff; border-style: dashed; border-color: #000000;\" data-align=\"center\"><strong>Pompilio Vergine<\/strong><br \/><strong>15:30 \u2013 15:40<\/strong><br \/>Wetlands deserve specific modelling tools for the effective management of their ecosystem services<\/td>\n<\/tr>\n<tr style=\"height: 46px;\">\n<td class=\"has-text-align-center\" style=\"width: 9.41597%; height: 159.733px; vertical-align: top; border-style: solid; border-color: #000000;\" rowspan=\"2\" data-align=\"center\">15:40<\/td>\n<td class=\"has-text-align-center\" style=\"width: 9.41597%; height: 159.733px; vertical-align: top; border-style: solid; border-color: #000000;\" rowspan=\"2\" data-align=\"center\">15:40<\/td>\n<td class=\"has-text-align-center\" style=\"width: 29.3206%; height: 46px; background-color: #efefef; border-style: dashed; border-color: #000000;\" data-align=\"center\">Closing<br \/>15:40 &#8211; 16:00<\/td>\n<\/tr>\n<tr style=\"height: 46px;\">\n<td class=\"has-text-align-center\" style=\"width: 25.149%; height: 231.333px; background-color: #efefef; border-style: dashed; border-color: #000000;\" rowspan=\"3\" data-align=\"center\">Coffee break<br \/>15:50 &#8211; 16:20<\/td>\n<td class=\"has-text-align-center\" style=\"width: 26.5793%; height: 156.333px; background-color: #e3f2d3; border-style: dashed; border-color: #000000;\" rowspan=\"2\" data-align=\"center\"><strong>Sabrina F. Pellegrino<\/strong><br \/><strong>15:50 \u2013 16:10<\/strong><br \/>A Spectral Method for a Nonlocal Richards\u2019 Equation<\/td>\n<td class=\"has-text-align-center\" style=\"width: 29.3206%; height: 622.333px; border-style: dashed; border-color: #000000;\" rowspan=\"12\" data-align=\"center\">\u00a0<\/td>\n<\/tr>\n<tr style=\"height: 23px;\">\n<td class=\"has-text-align-center\" style=\"width: 9.41597%; height: 117.6px; vertical-align: top; border-style: solid; border-color: #000000;\" rowspan=\"2\" data-align=\"center\">16:00<\/td>\n<td class=\"has-text-align-center\" style=\"width: 9.41597%; height: 117.6px; vertical-align: top; border-style: solid; border-color: #000000;\" rowspan=\"2\" data-align=\"center\">16:00<\/td>\n<\/tr>\n<tr style=\"height: 46px;\">\n<td class=\"has-text-align-center\" style=\"width: 26.5793%; height: 121px; background-color: #e3f2d3; border-style: dashed; border-color: #000000;\" rowspan=\"2\" data-align=\"center\"><strong>Alessandro Coclite<\/strong><br \/><strong>16:10 \u2013 16:30<\/strong><br \/>A finite difference scheme for nonlinear peridynamics<\/td>\n<\/tr>\n<tr style=\"height: 46px;\">\n<td class=\"has-text-align-center\" style=\"width: 25.149%; height: 46px; background-color: #e3f2d3; border-style: dashed; border-color: #000000;\" data-align=\"center\"><strong>Marco Fois<\/strong><br \/><strong>16:20 \u2013 16:30<\/strong><br \/>A Semi-Conservative Depth Integrated Material Point Method For Run-Out of Flow-like Landslides and Mudflows<\/td>\n<td class=\"has-text-align-center\" style=\"width: 9.41597%; height: 92px; vertical-align: top; border-style: solid; border-color: #000000;\" rowspan=\"2\" data-align=\"center\">16:20<\/td>\n<td class=\"has-text-align-center\" style=\"width: 9.41597%; height: 92px; vertical-align: top; border-style: solid; border-color: #000000;\" rowspan=\"2\" data-align=\"center\">16:20<\/td>\n<\/tr>\n<tr style=\"height: 46px;\">\n<td class=\"has-text-align-center\" style=\"width: 25.149%; height: 46px; background-color: #e3f2d3; border-style: dashed; border-color: #000000;\" data-align=\"center\"><strong>Alberth Silgado<\/strong><br \/><strong>16:30 \u2013 16:40<\/strong><br \/>A virtual element scheme for the Brinkman model of porous media flow<\/td>\n<td class=\"has-text-align-center\" style=\"height: 138px; border-style: dashed; border-color: #000000; width: 26.5793%;\" rowspan=\"3\" data-align=\"center\">\u00a0<\/td>\n<\/tr>\n<tr style=\"height: 46px;\">\n<td class=\"has-text-align-center\" style=\"width: 25.149%; height: 46px; background-color: #e3f2d3; border-style: dashed; border-color: #000000;\" data-align=\"center\"><strong>Maria C. Bovier<\/strong><br \/><strong>16:40 \u2013 16:50<\/strong><br \/>Stochastic Modeling of Anomalous Water Transport<\/td>\n<td class=\"has-text-align-center\" style=\"width: 9.41597%; height: 92px; vertical-align: top; border-style: solid; border-color: #000000;\" rowspan=\"2\" data-align=\"center\">16:40<\/td>\n<td class=\"has-text-align-center\" style=\"width: 9.41597%; height: 92px; vertical-align: top; border-style: solid; border-color: #000000;\" rowspan=\"2\" data-align=\"center\">16:40<\/td>\n<\/tr>\n<tr style=\"height: 46px;\">\n<td class=\"has-text-align-center\" style=\"width: 25.149%; height: 46px; background-color: #e3f2d3; border-style: dashed; border-color: #000000;\" data-align=\"center\"><strong>Giovanni V. Spinelli<\/strong><br \/><strong>16:50 \u2013 17:00<\/strong><br \/>ModelFreeFFC: A Versatile Tool for Fitting NMRRelaxation Dispersion Curves in Porous Media and Molecular Dynamics Studies<\/td>\n<\/tr>\n<tr style=\"height: 46px;\">\n<td class=\"has-text-align-center\" style=\"width: 25.149%; height: 46px; background-color: #e3f2d3; border-style: dashed; border-color: #000000;\" data-align=\"center\"><strong>Giovanni Pagano<\/strong><br \/><strong>17:00 \u2013 17:10<\/strong><br \/>Problem oriented discretizations for a vegetation model<\/td>\n<td class=\"has-text-align-center\" style=\"width: 9.41597%; height: 92px; vertical-align: top; border-style: solid; border-color: #000000;\" rowspan=\"2\" data-align=\"center\">17:00<\/td>\n<td class=\"has-text-align-center\" style=\"width: 26.5793%; background-color: #efefef; height: 115px; border-style: dashed;\" rowspan=\"3\" data-align=\"center\">\n<p style=\"text-align: center;\">Social tour in Bari vecchia<br \/>17:00 &#8211; 19:00<\/p>\n<p style=\"text-align: center;\">The tour will start from Bari Cathedral (<a href=\"https:\/\/goo.gl\/maps\/aRVefawwscVUGsnDA\">map<\/a>)<\/p>\n<\/td>\n<td class=\"has-text-align-center\" style=\"width: 9.41597%; height: 92px; vertical-align: top; border-style: solid; border-color: #000000;\" rowspan=\"2\" data-align=\"center\">17:00<\/td>\n<\/tr>\n<tr style=\"height: 46px;\">\n<td class=\"has-text-align-center\" style=\"width: 25.149%; height: 46px; background-color: #efefef; border-style: dashed; border-color: #000000;\" data-align=\"center\">Discussion<br \/>17:10 <strong>\u2013<\/strong> 17:30<\/td>\n<\/tr>\n<tr style=\"height: 23px;\">\n<td class=\"has-text-align-center\" style=\"width: 25.149%; height: 115px; border-style: dashed; border-color: #000000;\" rowspan=\"3\" data-align=\"center\">\u00a0<\/td>\n<td class=\"has-text-align-center\" style=\"width: 9.41597%; height: 69px; vertical-align: top; border-style: solid; border-color: #000000;\" rowspan=\"2\" data-align=\"center\">17:30<\/td>\n<td class=\"has-text-align-center\" style=\"width: 9.41597%; height: 69px; vertical-align: top; border-style: solid; border-color: #000000;\" rowspan=\"2\" data-align=\"center\">17:30<\/td>\n<\/tr>\n<tr style=\"height: 46px;\">\n<td class=\"has-text-align-center\" style=\"width: 26.5793%; height: 46px; border-color: #000000; border-style: dashed; text-align: center;\" data-align=\"center\">\u00a0<\/td>\n<\/tr>\n<tr style=\"height: 46px;\">\n<td style=\"width: 9.41597%; vertical-align: top; border-style: solid; border-color: #000000; text-align: center; height: 46px;\">20:00<\/td>\n<td style=\"width: 26.5793%; background-color: #efefef; border-style: dashed; border-color: #000000; text-align: center; height: 46px;\">\n<p>Social dinner at &#8220;Al Sorso Preferito&#8221;<br \/>20:00 (<a href=\"https:\/\/goo.gl\/maps\/mvvwjCKSW4cXzHKg7\">map<\/a>)<\/p>\n<\/td>\n<td style=\"width: 9.41597%; vertical-align: top; border-style: solid; border-color: #000000; height: 46px; text-align: center;\">20:00<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/figure>\n","protected":false},"excerpt":{"rendered":"<p>PDF version Monday 3 JulyArCoD department (map) \u00a0 Tuesday 4 JulyArCoD department (map) \u00a0 Wednesday 5 JulyDepartment of Mathematics (map) Opening8:45 \u2013 9:00 8:45 \u00a0 8:45 \u00a0 Sorin Pop9:00 \u2013 9:35Non-standard models for flow in porous media 9:00 Florin Radu9:00 \u2013 9:35Efficient solvers for Richards\u2019 equation 9:00 Matthew Farthing9:00 \u2013 9:35Model Reduction and Operator Learning&#8230;<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"class_list":["post-44","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/intrusion2023.irsa.cnr.it\/wordpress\/index.php\/wp-json\/wp\/v2\/pages\/44","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/intrusion2023.irsa.cnr.it\/wordpress\/index.php\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/intrusion2023.irsa.cnr.it\/wordpress\/index.php\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/intrusion2023.irsa.cnr.it\/wordpress\/index.php\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/intrusion2023.irsa.cnr.it\/wordpress\/index.php\/wp-json\/wp\/v2\/comments?post=44"}],"version-history":[{"count":48,"href":"https:\/\/intrusion2023.irsa.cnr.it\/wordpress\/index.php\/wp-json\/wp\/v2\/pages\/44\/revisions"}],"predecessor-version":[{"id":916,"href":"https:\/\/intrusion2023.irsa.cnr.it\/wordpress\/index.php\/wp-json\/wp\/v2\/pages\/44\/revisions\/916"}],"wp:attachment":[{"href":"https:\/\/intrusion2023.irsa.cnr.it\/wordpress\/index.php\/wp-json\/wp\/v2\/media?parent=44"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}