Mario Putti

ORCID: 0000-0002-0382-0202
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About
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Research Areas
  • Groundwater flow and contamination studies
  • Advanced Numerical Methods in Computational Mathematics
  • Hydrology and Watershed Management Studies
  • Soil and Unsaturated Flow
  • Peatlands and Wetlands Ecology
  • Computational Fluid Dynamics and Aerodynamics
  • Geophysical and Geoelectrical Methods
  • Landslides and related hazards
  • Soil Moisture and Remote Sensing
  • Soil erosion and sediment transport
  • Hydraulic Fracturing and Reservoir Analysis
  • Reservoir Engineering and Simulation Methods
  • Numerical methods in engineering
  • Electromagnetic Simulation and Numerical Methods
  • Model Reduction and Neural Networks
  • Numerical methods for differential equations
  • Advanced Mathematical Modeling in Engineering
  • Meteorological Phenomena and Simulations
  • Matrix Theory and Algorithms
  • Electromagnetic Scattering and Analysis
  • Flood Risk Assessment and Management
  • Seismic Imaging and Inversion Techniques
  • Geophysical Methods and Applications
  • Geometric Analysis and Curvature Flows
  • Coastal wetland ecosystem dynamics

University of Padua
2015-2024

Civita
2020-2023

Université de Strasbourg
2021

Centre National de la Recherche Scientifique
2021

Laboratoire Paul Painlevé
2021

Université de Lille
2021

Friedrich-Alexander-Universität Erlangen-Nürnberg
2017

Universidad Nacional Autónoma de México
1999

A distributed physically based model incorporating novel approaches for the representation of surface‐subsurface processes and interactions is presented. path‐based description surface flow across drainage basin used, with several options identifying directions, separating channel cells from hillslope cells, representing stream hydraulic geometry. Lakes other topographic depressions are identified specially treated as part preprocessing procedures applied to digital elevation data catchment....

10.1029/2008wr007536 article EN Water Resources Research 2010-02-01

Integrated, process-based numerical models in hydrology are rapidly evolving, spurred by novel theories mathematical physics, advances computational methods, insights from laboratory and field experiments, the need to better understand predict potential impacts of population, land use, climate change on our water resources. At catchment scale, these simulation commonly based conservation principles for surface subsurface flow solute transport (e.g., Richards, shallow water,...

10.1002/2015wr017780 article EN cc-by-nc-nd Water Resources Research 2015-07-30

There are a growing number of large-scale, complex hydrologic models that capable simulating integrated surface and subsurface flow. Many coupled to land-surface energy balance models, biogeochemical ecological process atmospheric models. Although they being increasingly applied for prediction environmental understanding, very little formal verification and/or benchmarking these has been performed. Here we present the results an intercomparison study seven surface-subsurface based on series...

10.1002/2013wr013725 article EN cc-by-nc-nd Water Resources Research 2014-02-01

Picard iteration is a widely used procedure for solving the nonlinear equation governing flow in variably saturated porous media. The method simple to code and computationally cheap, but has been known fail or converge slowly. Newton more complex expensive (on per‐iteration basis) than Picard, as such not received very much attention. Its robustness higher rate of convergence, however, make it an attractive alternative method, particularly strongly problems. In this paper schemes are...

10.1029/94wr02046 article EN Water Resources Research 1994-12-01

Abstract Emphasizing the physical intricacies of integrated hydrology and feedbacks in simulating connected, variably saturated groundwater‐surface water systems, Integrated Hydrologic Model Intercomparison Project initiated a second phase (IH‐MIP2), increasing complexity benchmarks first phase. The models that took part intercomparison were ATS, Cast3M, CATHY, GEOtop, HydroGeoSphere, MIKE‐SHE, ParFlow. IH‐MIP2 included tilted v‐catchment with 3‐D subsurface; superslab case expanding slab an...

10.1002/2016wr019191 article EN Water Resources Research 2016-12-17

A sequential data assimilation procedure based on the ensemble Kalman filter (EnKF) is introduced and tested for a process‐based numerical model of coupled surface subsurface flow. The three‐dimensional Richards equation variably saturated porous media diffusion wave approximation overland channel one‐dimensional soil column experiment tilted v‐catchment test case are presented. preliminary analysis scheme undertaken in order to validate implementation by comparison with published results...

10.1029/2008wr007031 article EN Water Resources Research 2009-10-01

Abstract This work addresses the signatures embedded in planform geometry of meandering rivers consequent to formation floodplain heterogeneities as river bends migrate. Two geomorphic features are specifically considered: scroll bars produced by lateral accretion point at convex banks and oxbow lake fills neck cutoffs. The sedimentary architecture these units depends on type amount sediment, controls bank erodibility impinges them, favoring or contrasting migration. numerically generated...

10.1002/2017wr020726 article EN Water Resources Research 2017-06-01

10.1002/(sici)1097-0207(19990720)45:8<1025::aid-nme615>3.3.co;2-7 article EN International Journal for Numerical Methods in Engineering 1999-07-20

Wetlands are characterized by extremely high biodiversity and primary productivity (comparable to tropical rain forests), provide critical habitats for rare endangered vegetation animal species, mediate the effects of floods action sea on coast. A deep understanding wetland system functioning cannot be acquired simply reducing its dynamics a collection parts but requires explicit description physical ecological processes as fully interacting components. In fact, complex spatial...

10.1029/2005wr004582 article EN Water Resources Research 2006-05-19

Water resources systems management often requires complex mathematical models whose use may be computationally infeasible for many advanced analyses, e.g., optimization, data assimilation, model uncertainty, etc. The computational demand of these analyses can reduced by approximating the with a simpler model. Proper Orthogonal Decomposition (POD) is an efficient reduction technique based on projection original onto subspace generated full‐model snapshots. In order to implement this method,...

10.1029/2009wr008792 article EN Water Resources Research 2010-08-01

In the last decades we have observed a rapid growth of extreme hydrological events, such as floods and rock/debris or mud flows affecting more frequently our lives. The detailed physical description these viscous fluids is fundamental to understand caused stress on possible flood control structures, levees, dams, check dams. However, its simulation through high fidelity physics-based computational models, using for example Material Point Method (MPM), extremely computationally demanding,...

10.5194/egusphere-egu25-16747 preprint EN 2025-03-15

A finite volume approach is developed for the solution of contaminant transport equation in groundwater. By defining a triangular control over which dependent variable governing averaged, scheme combines flexibility handling complex geometries intrinsic to element methods with simplicity difference techniques. High‐resolution upwind schemes are employed discretization advective terms. The technique based on concept “monotone interpolation” ensure monotonicity preserving property scheme, and...

10.1029/wr026i012p02865 article EN Water Resources Research 1990-12-01

Peatlands respond to natural hydrologic cycles of precipitation and evapotranspiration with reversible deformations due variations water content in both the unsaturated saturated zone. This phenomenon results short‐term vertical displacements soil surface that superimpose irreversible long‐term subsidence naturally occurring drained cropped peatlands because bio‐oxidation organic matter. These processes cause changes peat structure, particular, density void ratio. The consequential...

10.1029/2005wr004495 article EN Water Resources Research 2006-06-01

Abstract Integrated surface‐subsurface hydrological models (ISSHMs) are well established numerical tools to investigate water flow and contaminant transport processes over a wide range of spatial temporal scales. However, their ability correctly reproduce the response systems natural anthropogenic forcing depends largely on accuracy model parameterization, including level detail in representation bedrock. This latter is typically incorporated some way via bottom boundary domain. Issues...

10.1029/2019wr025726 article EN Water Resources Research 2019-10-12

We illustrate a case study of saline tracer test in shallow, highly heterogeneous aquifer, monitored by means surface time-lapse ERT. The was aimed at identifying the system’s hydraulic properties. Some expected limitations method — particularly caused strong decrease ERT resolution with depth and consequent problems mass balance moment calculation could be partly balanced use direct measurements groundwater electrical conductivity concentration one selected location. vast heterogeneity...

10.1190/1.3474601 article EN Geophysics 2010-07-01

[1] Land subsidence in drained cultivated peatlands is responsible for a number of serious environmental concerns and economical problems at both the local global scale. In low-lying coastal areas it enhances risk flooding, saltwater contamination shallow aquifers, maintenance costs systems that help keep farmland drained. Since major consequence bio-oxidation soil organic fraction upper aerated zone, cropped temperate tropic regions are important sources CO2 into atmosphere. A 4-year long...

10.1029/2011jf002010 article EN Journal of Geophysical Research Atmospheres 2011-08-05
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