IRIS
COSTABILE, Pierfranco
 Distribuzione geografica
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Continente #
NA - Nord America 3.705
AS - Asia 3.369
EU - Europa 2.302
SA - Sud America 753
AF - Africa 228
OC - Oceania 14
Continente sconosciuto - Info sul continente non disponibili 5
Totale 10.376
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Nazione #
US - Stati Uniti d'America 3.533
SG - Singapore 1.419
IT - Italia 635
CN - Cina 619
UA - Ucraina 607
BR - Brasile 551
VN - Vietnam 492
DE - Germania 409
HK - Hong Kong 197
BD - Bangladesh 142
FR - Francia 134
SE - Svezia 134
SN - Senegal 106
FI - Finlandia 92
IN - India 84
GB - Regno Unito 83
TR - Turchia 82
KR - Corea 81
CA - Canada 75
AR - Argentina 72
MX - Messico 42
IQ - Iraq 38
EC - Ecuador 34
BE - Belgio 31
ID - Indonesia 31
ZA - Sudafrica 31
RU - Federazione Russa 28
NL - Olanda 27
PK - Pakistan 27
MA - Marocco 26
CO - Colombia 24
AT - Austria 23
CL - Cile 21
PL - Polonia 19
DZ - Algeria 18
SA - Arabia Saudita 17
ES - Italia 16
VE - Venezuela 16
KE - Kenya 15
PH - Filippine 15
AU - Australia 14
UZ - Uzbekistan 14
DO - Repubblica Dominicana 13
PY - Paraguay 13
AE - Emirati Arabi Uniti 12
JO - Giordania 12
JP - Giappone 10
MY - Malesia 10
TN - Tunisia 10
NP - Nepal 9
UY - Uruguay 9
EG - Egitto 8
TT - Trinidad e Tobago 8
AZ - Azerbaigian 7
BG - Bulgaria 7
PA - Panama 7
PE - Perù 7
CR - Costa Rica 6
GR - Grecia 6
HN - Honduras 6
IR - Iran 6
KZ - Kazakistan 6
LT - Lituania 6
HR - Croazia 5
IL - Israele 5
PT - Portogallo 5
AL - Albania 4
BO - Bolivia 4
BY - Bielorussia 4
CZ - Repubblica Ceca 4
EU - Europa 4
GT - Guatemala 4
KG - Kirghizistan 4
LB - Libano 4
LK - Sri Lanka 4
NI - Nicaragua 4
OM - Oman 4
PS - Palestinian Territory 4
HU - Ungheria 3
JM - Giamaica 3
MD - Moldavia 3
QA - Qatar 3
RS - Serbia 3
AM - Armenia 2
BF - Burkina Faso 2
CH - Svizzera 2
ET - Etiopia 2
IE - Irlanda 2
ML - Mali 2
NO - Norvegia 2
RO - Romania 2
SI - Slovenia 2
SR - Suriname 2
SV - El Salvador 2
TG - Togo 2
TW - Taiwan 2
AW - Aruba 1
BH - Bahrain 1
CI - Costa d'Avorio 1
CY - Cipro 1
Totale 10.360
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Città #
Singapore 660
Chandler 424
San Jose 352
Jacksonville 333
Ashburn 246
Ho Chi Minh City 192
Hong Kong 191
Boardman 187
Dallas 186
Council Bluffs 173
Beijing 162
Dearborn 158
San Mateo 122
Hanoi 110
Dakar 106
Rende 97
Florence 91
Lauterbourg 83
Lawrence 82
Munich 82
New York 80
Roxbury 80
Seoul 79
Shanghai 73
Helsinki 66
Izmir 60
Cambridge 59
Hefei 59
Inglewood 52
São Paulo 52
Des Moines 48
Santa Clara 42
Ottawa 40
Milan 39
Los Angeles 35
Wilmington 35
Ann Arbor 32
Bremen 29
Columbus 28
Da Nang 28
Brussels 27
The Dalles 27
Ogden 25
Turku 23
Brooklyn 21
Guangzhou 21
Orem 21
Seattle 21
Vienna 21
Haiphong 19
Amsterdam 17
Bari 17
San Francisco 17
Bologna 16
Biên Hòa 15
Johannesburg 15
Tianjin 15
Warsaw 15
Falkenstein 14
Tashkent 14
Catanzaro 13
Chicago 13
Frankfurt am Main 13
Hải Dương 13
London 13
Mexico City 13
Naples 13
Palermo 13
Rome 13
Toronto 13
Amman 12
Catania 12
Cosenza 12
Grafing 12
Mumbai 12
Santiago 12
Dhaka 11
Hillsboro 11
Nairobi 11
Baghdad 10
Pune 10
Redwood City 10
Rio de Janeiro 10
Basingstoke 9
Brasília 9
Chennai 9
Fuzhou 9
Manchester 9
Medellín 9
Newcastle upon Tyne 9
Shenzhen 9
Boston 8
Casablanca 8
Guayaquil 8
Tokyo 8
Turin 8
Curitiba 7
Montevideo 7
Paris 7
Porto Alegre 7
Totale 5.849
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Nome #
Applicazione delle Shallow Water Equations per la simulazione dello scorrimento superficiale su un bacino reale: influenza della risoluzione del dominio di calcolo 248
ALLUVIONI IN CALABRIA: L’IDRAULICA COMPUTAZIONALE PER LA VALUTAZIONE PUNTUALE DELLA PERICOLOSITÀ 188
A new a priori methodology to define the best 2D mesh resolution for overland flow models. 187
Analysis of one-dimensional modelling for flood routing in compound channels 175
Comparison of Scenarios with and without Bridges and Analysis of Backwater Effect in 1-D and 2-D River Flood Modeling 164
A Spectral analysis approach for the a-priori generation of computational grids in the 2-D hydrodynamic -based runoff simulations at a basin scale 164
Fully-hydrodynamic modelling supportingflood hazard assessment and communication: A reference framework 160
The Power Function for Representing the Reservoir Rating Curve: Morphological Meaning and Suitability for Dam Breach Modelling 158
Hydraulic Characterization of River Networks Based on Flow Patterns Simulated by 2-D Shallow Water Modeling: Scaling Properties, Multifractal Interpretation, and Perspectives for Channel Heads Detection 158
1D model of flood propagation in a compound channel 156
A storm event watershed model for surface runoff based on 2D fully dynamic wave equations 155
A new framework for defining a priori grids in 2D runoff models at basin scale 153
A comparative analysis of 3-D representations of urban flood map in virtual environments for hazard communication purposes 152
Modello idraulico per l'analisi a scala di bacino della pericolosità delle piene impulsive. 151
Extracting quantitative data from non-conventional information for the hydraulic reconstruction of past urban flood events. A case study 151
Comparative Analysis of Overland Flow Models Using Finite Volume Schemes 142
Analysis of the hydrometeorological chain performances on a real basin 141
2D Hydrodynamic approach supporting evaluations of hydrological response in small watersheds: implications for lag time estimation 140
Moving to 3-D flood hazard maps for enhancing risk communication 139
Is local flood hazard assessment in urban areas significantly influenced by the physical complexity of the hydrodynamic inundation model? 138
Benchmarking 2D Shallow Water Models in complex case studies: the 2017 Mandra (Greece) flood 137
Performances of the new HEC-RAS version 5 for 2-D hydrodynamic-based rainfall-runoff simulations at basin scale: Comparison with a state-of-the art model 135
Un nuovo approccio basato sull'analisi spettrale per la generazione a priori di una griglia di calcolo accurata nella modellistica idrodinamica 2D a scala di bacino. 134
Performances and limitations of the diffusive approximation of the 2-d shallow water equations for flood simulation in urban and rural areas 132
Visual Risk Communication of Urban Flooding in 3D Environments Based on Terrestrial Laser Scanning 132
Enhancing river model set-up for 2-D dynamic flood modelling 131
Criteri di costruzione dei domini di calcolo per la perimetrazione delle aree inondabili 130
Miglioramento della comunicazione del rischio idraulico mediante la visualizzazione 3.D delle mappe di pericolosità. 130
Is HEC-RAS 2D accurate enough for storm-event hazard assessment? Lessons learnt from a benchmarking study based on rain-on-grid modelling 130
Aspetti di ingegneria idraulica nella tutela degli ambienti fluviali 129
A 2D-SWEs framework for efficient catchment-scale simulations: Hydrodynamic scaling properties of river networks and implications for non-uniform grids generation 129
Two-dimensional model for overland flow simulations: a case study 128
FLOOD MODELLING IN URBAN AREAS: LIMITATIONS OF THE DIFFUSIVE APPROXIMATION OF THE 2-D SHALLOW WATER EQUATIONS 127
LA VISUALIZZAZIONE SCIENTIFICA APPLICATA AL RISCHIO DI ALLUVIONE 124
Calcolo dell’erosione del fondo in fenomeni di dam break 120
Comparing Different Modelling Strategies for the Estimation of Climate Change Effects on Urban Pluvial Flooding 119
Coupling Meteorological and Hydraulic Modelling to Develop a Hydro-Meteorological Chain: Simulation of a Test Case 119
Numerical Simulation of 2D Dam Break Wave on Erodible Sediment Bed 118
Dam breach modelling: influence on downstream water levels and a proposal of a physically based module for flood propagation software 116
Terrestrial and airborne laser scanning and 2-D modelling for 3-D flood hazard maps in urban areas: new opportunities and perspectives 116
Influenza della risoluzione dei domini di calcolo sull'analisi della pericolosità idraulica a scala di bacino 115
Rappresentazione tridimensionale di alluvioni attraverso scenari virtuali 115
Ricostruzione numerica dell'evento di piena generato dalla rottura della diga di Big Bay 115
RP0042-Final document on the second year, second activity: "Preliminary results obtained by using the 2D numerical propagation model and sensitivity analysis with respect to the parameters". , 2008, Progetto di riferimento: Modellistica idraulica delle alluvioni conseguenti ad eventi meteorologici intensi - Linea di ricerca 5 “Valutazione e diagnostica degli impatti” - Linea di ricerca 5 “Impatti sul suolo e sulle coste " - Centro Euro Mediterraneo Cambiamenti Climatici 113
Discharge coefficients for specific grated inlets. Influence of the Froude number 111
Flood mapping using LIDAR DEM. Limitations of the 1-D modeling highlighted by the 2-D approach 107
Metodo 1D per il calcolo delle correnti in moto vario in corsi d'acqua a sezione composita 104
One dimensional modeling of dam break flow over erodible sediment bed 104
Final document on the third year second activity: “General Methodologies and Hydrological-Hydraulic Parameters Supporting the Definition of a Climate Index for Changing Flood Risk Assessment”. Progetto di riferimento: Modellistica idraulica delle alluvioni conseguenti ad eventi meteorologici intensi - Linea di ricerca 5 “Valutazione e diagnostica degli impatti” - “Impatti sul suolo e sulle coste " - Centro Euro Mediterraneo Cambiamenti Climatici (CMCC) 104
Two-dimensional numerical models for overland flow simulations 102
Tempi di evoluzione di eventi alluvionali rapidi 101
Application of a new methodology based on the spectral analysis for the a priori generation of computational grids for 2D runoff simulations at basin scale 99
Final document on the third year, third activity: “Coupling Meteorological and Hydraulic Modelling to Develop a Hydro-Meteorological Chain: Simulation of a Test Case”. Progetto di riferimento: Modellistica idraulica delle alluvioni conseguenti ad eventi meteorologici intensi - Linea di ricerca 5 “Valutazione e diagnostica degli impatti” - “Impatti sul suolo e sulle coste” - Centro Euro Mediterraneo Cambiamenti Climatici (CMCC) 99
Final document on the third year first activity: “Numerical techniques for preventing computational instability problems to simulate floods due to low-intensity rainfall”.Progetto di riferimento: Modellistica idraulica delle alluvioni conseguenti ad eventi meteorologici intensi - Linea di ricerca 5 “Valutazione e diagnostica degli impatti” - “Impatti sul suolo e sulle coste "-Centro Euro Mediterraneo Cambiamenti Climatici (CMCC) 99
Unravelling spatial heterogeneity of inundation pattern domains for 2D analysis of fluvial landscapes and drainage networks 96
Propagazione delle piene in alvei a sezione composita 96
Effects of DEM Depression Filling on River Drainage Patterns and Surface Runoff Generated by 2D Rain-on-Grid Scenarios 95
Esperienze di calcolo dell'influenza dei ponti sulla corrente di piena 95
Two-dimensional model for overland flow simulations: a case study 93
Il Centro Euromediterraneo per i cambiamenti climatici e la catena meteo-idrologica per lo studio e la prevenzione dei rischi idrogeologici 91
High-resolution 2D modelling for simulating and improving the management of border irrigation 89
Tecniche numeriche nella simulazione idraulica dello scorrimento superficiale su topografie naturali 88
The role of Boussinesq’s coefficient in computing flood propagation in compound channels 87
RP0035-Final Document related to the second year first activity:"DEM generation and interface with the 2D numerical model of flood propagation. Progetto di riferimento: Modellistica idraulica delle alluvioni conseguenti ad eventi meteorologici intensi - Linea di ricerca 5 “Valutazione e diagnostica degli impatti” - Linea di ricerca 5 “Impatti sul suolo e sulle coste " - Centro Euro Mediterraneo Cambiamenti Climatici 85
Modellistica idraulica delle alluvioni conseguenti ad eventi meteorologici intensi. Secondo Rapporto semestrale 85
Modellistica dei debris flow 85
Schema monodimensionale per il calcolo dell'erosione di rilevati in materiale sciolto 85
RP0035-Final Document related to the second year first activity:"DEM generation and interface with the 2D numerical model of flood propagation 85
Preliminary results obtained by using the 2D numerical propagation model and sensitivity analysis with respect to the parameters 84
Modellistica idraulica delle alluvioni conseguenti ad eventi meteorologici intensi. Primo rapporto semestrale 82
METODI NUMERICI 2D PER LA SIMULAZIONE IDRAULICA DELLO SCORRIMENTO SUPERFICIALE 81
Modello numerico dello scorrimento superficiale a scala di bacino basato sulle equazioni complete 2D del moto vario 81
Trattazione delle sezioni composite nel calcolo monodimensionale della propagazione delle piene 80
Influenza dell'erodibilità del fondo sulle piene a rapida evoluzione 80
REPRESENTING SKEWED BRIDGE CROSSING ON 1-D AND 2-D FLOOD PROPAGATION MODELS:COMPARED ANALYSIS IN PRACTICAL STUDIES 79
Possibili aggravi di piena conseguenti al dissesto di briglie in terra 78
RP0059-Final document on the second year third activity : "Analysis of the hydrometeorological chain performances on a real basin" 78
Numerical aspects in simulating overland flow events 77
Numerical aspects in simulating overland flow events 77
General Methodologies and Hydrological-Hydraulic Parameters Supporting the Definition of a Climate Index for Changing Flood Risk Assessment 77
Evaluation of 2D hydrodynamic-based rainfall/runoff modelling for soil erosion assessment at a seasonal scale 76
NUMERICAL ASPECTS IN SIMULATING OVERLAND FLOW EVENTS 76
Propagation of variability in climate projections within urban flood modelling: A multi-purpose impact analysis 75
Minimizzazione della diffusione numerica in uno schema centrato del primo ordine applicato alle equazioni di De Saint Venant 74
Using the present to estimate the future: A simplified approach for the quantification of climate change effects on urban flooding by scenario analysis 74
Promoting precision surface irrigation through hydrodynamic modelling and microtopographic survey 73
The Euro-Mediterranean Centre for Climate Change and the meteo-hydrogeological chain for study and prevention of the hydrogeological risk 72
RP0042-Final document on the second year, second activity: "Preliminary results obtained by using the 2D numerical propagation model and sensitivity analysis with respect to the parameters" 72
RP0059-Final document on the second year third activity : "Analysis of the hydrometeorological chain performances on a real basin". Progetto di riferimento: Modellistica idraulica delle alluvioni conseguenti ad eventi meteorologici intensi - Linea di ricerca 5 “Valutazione e diagnostica degli impatti” - Linea di ricerca 5 “Impatti sul suolo e sulle coste " - Centro Euro Mediterraneo Cambiamenti Climatici 72
Flood hazard assessment using 1D and 2D approaches 71
Modello bidimensionale finalizzato allo studio delle inondazioni in aree a fondo erodibile 67
Toward Street-Level Nowcasting of Flash Floods Impacts Based on HPC Hydrodynamic Modeling at the Watershed Scale and High-Resolution Weather Radar Data 66
Flood Risk in Urban Areas: Modelling, Management and Adaptation to Climate Change: A Review 66
Nowcasting Floods in Detailed Scales Considering the Uncertainties Associated with impact-based Practical Applications 52
Predictive capabilities, robustness and limitations of two event-based approaches for lag time estimation in heterogeneous watersheds 51
δ-SW-SPH: A diffusive and well-balanced SPH scheme for the shallow water equations 7
An efficient physics-based modeling strategy for pluvial floods in urban areas with a subgrid scheme for the stormwater drainage network 4
Predicting pluvial flood impacts in data-scarce urban environments: Uncertainty and interplay between rainfall inputs and conceptual drainage loss models 4
Towards integrated short-term Rain-on-Grid modeling and long-term RUSLE estimates for improved erosion susceptibility assessment in the Oltrepò Pavese hills of Northern Italy 3
Impact of strip subdivision on water conservation in border irrigation for irregularly shaped fields 3
Totale 10.511
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Categoria #
all - tutte 56.987
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 0
Totale 56.987
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/202162 0 0 0 0 0 0 0 0 0 0 0 62
2021/2022969 4 196 3 49 96 18 13 159 23 13 127 268
2022/20231.006 165 174 33 122 109 83 7 83 90 22 106 12
2023/2024581 68 30 39 45 28 98 26 37 49 32 29 100
2024/20251.759 97 248 85 72 205 96 98 108 181 81 159 329
2025/20264.673 602 155 300 330 922 308 636 228 285 379 201 327
Totale 10.515