IRIS
COSTABILE, Pierfranco
 Distribuzione geografica
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Continente #
NA - Nord America 3.964
AS - Asia 3.443
EU - Europa 2.366
SA - Sud America 775
AF - Africa 228
Continente sconosciuto - Info sul continente non disponibili 144
OC - Oceania 14
Totale 10.934
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Nazione #
US - Stati Uniti d'America 3.784
SG - Singapore 1.426
IT - Italia 688
CN - Cina 647
UA - Ucraina 608
BR - Brasile 561
VN - Vietnam 496
DE - Germania 411
HK - Hong Kong 199
BD - Bangladesh 164
FR - Francia 137
SE - Svezia 134
SN - Senegal 106
FI - Finlandia 92
GB - Regno Unito 84
IN - India 84
KR - Corea 83
TR - Turchia 82
CA - Canada 78
AR - Argentina 75
MX - Messico 42
IQ - Iraq 39
EC - Ecuador 37
ID - Indonesia 33
BE - Belgio 31
ZA - Sudafrica 31
RU - Federazione Russa 28
CO - Colombia 27
NL - Olanda 27
PK - Pakistan 27
MA - Marocco 26
AT - Austria 23
CL - Cile 22
PL - Polonia 19
DZ - Algeria 18
ES - Italia 17
SA - Arabia Saudita 17
VE - Venezuela 17
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
MY - Malesia 12
JP - Giappone 10
NP - Nepal 10
TN - Tunisia 10
TT - Trinidad e Tobago 9
UY - Uruguay 9
CR - Costa Rica 8
EG - Egitto 8
PE - Perù 8
AZ - Azerbaigian 7
BG - Bulgaria 7
PA - Panama 7
GR - Grecia 6
HN - Honduras 6
IR - Iran 6
KZ - Kazakistan 6
LT - Lituania 6
PT - Portogallo 6
AL - Albania 5
HR - Croazia 5
IL - Israele 5
JM - Giamaica 5
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
TH - Thailandia 4
CH - Svizzera 3
HU - Ungheria 3
MD - Moldavia 3
QA - Qatar 3
RS - Serbia 3
AM - Armenia 2
BF - Burkina Faso 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
Totale 10.779
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Città #
Singapore 666
Chandler 424
San Jose 357
Jacksonville 334
Council Bluffs 296
Ashburn 276
Hong Kong 193
Ho Chi Minh City 192
Boardman 187
Dallas 187
Beijing 169
Dearborn 158
San Mateo 122
Hanoi 112
Dakar 106
Rende 100
Florence 93
Lauterbourg 83
New York 83
Lawrence 82
Munich 82
Roxbury 80
Seoul 79
Shanghai 73
Helsinki 66
Izmir 60
Cambridge 59
Hefei 59
São Paulo 58
Santa Clara 56
Milan 55
Inglewood 52
Des Moines 48
Ottawa 41
Los Angeles 39
Wilmington 35
Ann Arbor 32
Bremen 29
Da Nang 29
Columbus 28
The Dalles 28
Brussels 27
Ogden 25
Turku 23
Brooklyn 22
Guangzhou 21
Orem 21
Seattle 21
Vienna 21
Haiphong 20
Bari 18
Rome 18
Amsterdam 17
San Francisco 17
Bologna 16
Biên Hòa 15
Frankfurt am Main 15
Johannesburg 15
Tianjin 15
Warsaw 15
Chicago 14
Falkenstein 14
Naples 14
Tashkent 14
Catania 13
Catanzaro 13
Dhaka 13
Hải Dương 13
London 13
Mexico City 13
Palermo 13
Toronto 13
Amman 12
Cosenza 12
Grafing 12
Mumbai 12
Santiago 12
Hillsboro 11
Nairobi 11
Baghdad 10
Pune 10
Redwood City 10
Rio de Janeiro 10
Basingstoke 9
Brasília 9
Buffalo 9
Chennai 9
Fuzhou 9
Guayaquil 9
Manchester 9
Medellín 9
Newcastle upon Tyne 9
Shenzhen 9
Turin 9
Boston 8
Casablanca 8
Quito 8
Tokyo 8
Washington 8
Bogotá 7
Totale 6.098
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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 256
ALLUVIONI IN CALABRIA: L’IDRAULICA COMPUTAZIONALE PER LA VALUTAZIONE PUNTUALE DELLA PERICOLOSITÀ 191
A new a priori methodology to define the best 2D mesh resolution for overland flow models. 191
Analysis of one-dimensional modelling for flood routing in compound channels 180
Comparison of Scenarios with and without Bridges and Analysis of Backwater Effect in 1-D and 2-D River Flood Modeling 168
A Spectral analysis approach for the a-priori generation of computational grids in the 2-D hydrodynamic -based runoff simulations at a basin scale 168
The Power Function for Representing the Reservoir Rating Curve: Morphological Meaning and Suitability for Dam Breach Modelling 165
Fully-hydrodynamic modelling supportingflood hazard assessment and communication: A reference framework 165
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 164
1D model of flood propagation in a compound channel 161
A comparative analysis of 3-D representations of urban flood map in virtual environments for hazard communication purposes 157
Extracting quantitative data from non-conventional information for the hydraulic reconstruction of past urban flood events. A case study 157
A storm event watershed model for surface runoff based on 2D fully dynamic wave equations 156
A new framework for defining a priori grids in 2D runoff models at basin scale 155
Modello idraulico per l'analisi a scala di bacino della pericolosità delle piene impulsive. 154
Moving to 3-D flood hazard maps for enhancing risk communication 149
Visual Risk Communication of Urban Flooding in 3D Environments Based on Terrestrial Laser Scanning 149
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. 149
Is local flood hazard assessment in urban areas significantly influenced by the physical complexity of the hydrodynamic inundation model? 148
2D Hydrodynamic approach supporting evaluations of hydrological response in small watersheds: implications for lag time estimation 145
Comparative Analysis of Overland Flow Models Using Finite Volume Schemes 144
Benchmarking 2D Shallow Water Models in complex case studies: the 2017 Mandra (Greece) flood 143
Analysis of the hydrometeorological chain performances on a real basin 143
Criteri di costruzione dei domini di calcolo per la perimetrazione delle aree inondabili 142
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 142
Performances and limitations of the diffusive approximation of the 2-d shallow water equations for flood simulation in urban and rural areas 138
Enhancing river model set-up for 2-D dynamic flood modelling 137
Two-dimensional model for overland flow simulations: a case study 136
Is HEC-RAS 2D accurate enough for storm-event hazard assessment? Lessons learnt from a benchmarking study based on rain-on-grid modelling 134
Miglioramento della comunicazione del rischio idraulico mediante la visualizzazione 3.D delle mappe di pericolosità. 133
A 2D-SWEs framework for efficient catchment-scale simulations: Hydrodynamic scaling properties of river networks and implications for non-uniform grids generation 133
Aspetti di ingegneria idraulica nella tutela degli ambienti fluviali 132
FLOOD MODELLING IN URBAN AREAS: LIMITATIONS OF THE DIFFUSIVE APPROXIMATION OF THE 2-D SHALLOW WATER EQUATIONS 132
LA VISUALIZZAZIONE SCIENTIFICA APPLICATA AL RISCHIO DI ALLUVIONE 128
Comparing Different Modelling Strategies for the Estimation of Climate Change Effects on Urban Pluvial Flooding 125
Numerical Simulation of 2D Dam Break Wave on Erodible Sediment Bed 123
Calcolo dell’erosione del fondo in fenomeni di dam break 122
Dam breach modelling: influence on downstream water levels and a proposal of a physically based module for flood propagation software 120
Coupling Meteorological and Hydraulic Modelling to Develop a Hydro-Meteorological Chain: Simulation of a Test Case 120
Terrestrial and airborne laser scanning and 2-D modelling for 3-D flood hazard maps in urban areas: new opportunities and perspectives 119
Influenza della risoluzione dei domini di calcolo sull'analisi della pericolosità idraulica a scala di bacino 118
Ricostruzione numerica dell'evento di piena generato dalla rottura della diga di Big Bay 117
Rappresentazione tridimensionale di alluvioni attraverso scenari virtuali 116
Discharge coefficients for specific grated inlets. Influence of the Froude number 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 114
Flood mapping using LIDAR DEM. Limitations of the 1-D modeling highlighted by the 2-D approach 111
One dimensional modeling of dam break flow over erodible sediment bed 109
Metodo 1D per il calcolo delle correnti in moto vario in corsi d'acqua a sezione composita 108
Two-dimensional numerical models for overland flow simulations 106
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) 106
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 104
Tempi di evoluzione di eventi alluvionali rapidi 103
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) 101
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) 100
Unravelling spatial heterogeneity of inundation pattern domains for 2D analysis of fluvial landscapes and drainage networks 99
Effects of DEM Depression Filling on River Drainage Patterns and Surface Runoff Generated by 2D Rain-on-Grid Scenarios 99
Esperienze di calcolo dell'influenza dei ponti sulla corrente di piena 99
Two-dimensional model for overland flow simulations: a case study 98
Propagazione delle piene in alvei a sezione composita 97
High-resolution 2D modelling for simulating and improving the management of border irrigation 94
Il Centro Euromediterraneo per i cambiamenti climatici e la catena meteo-idrologica per lo studio e la prevenzione dei rischi idrogeologici 93
Tecniche numeriche nella simulazione idraulica dello scorrimento superficiale su topografie naturali 91
The role of Boussinesq’s coefficient in computing flood propagation in compound channels 88
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 87
Modellistica idraulica delle alluvioni conseguenti ad eventi meteorologici intensi. Secondo Rapporto semestrale 87
Modellistica dei debris flow 87
RP0035-Final Document related to the second year first activity:"DEM generation and interface with the 2D numerical model of flood propagation 87
Modello numerico dello scorrimento superficiale a scala di bacino basato sulle equazioni complete 2D del moto vario 86
REPRESENTING SKEWED BRIDGE CROSSING ON 1-D AND 2-D FLOOD PROPAGATION MODELS:COMPARED ANALYSIS IN PRACTICAL STUDIES 86
Schema monodimensionale per il calcolo dell'erosione di rilevati in materiale sciolto 86
Trattazione delle sezioni composite nel calcolo monodimensionale della propagazione delle piene 85
Preliminary results obtained by using the 2D numerical propagation model and sensitivity analysis with respect to the parameters 85
Evaluation of 2D hydrodynamic-based rainfall/runoff modelling for soil erosion assessment at a seasonal scale 84
Modellistica idraulica delle alluvioni conseguenti ad eventi meteorologici intensi. Primo rapporto semestrale 84
METODI NUMERICI 2D PER LA SIMULAZIONE IDRAULICA DELLO SCORRIMENTO SUPERFICIALE 83
Possibili aggravi di piena conseguenti al dissesto di briglie in terra 83
Influenza dell'erodibilità del fondo sulle piene a rapida evoluzione 81
Numerical aspects in simulating overland flow events 80
General Methodologies and Hydrological-Hydraulic Parameters Supporting the Definition of a Climate Index for Changing Flood Risk Assessment 80
Promoting precision surface irrigation through hydrodynamic modelling and microtopographic survey 79
RP0059-Final document on the second year third activity : "Analysis of the hydrometeorological chain performances on a real basin" 79
Using the present to estimate the future: A simplified approach for the quantification of climate change effects on urban flooding by scenario analysis 79
Numerical aspects in simulating overland flow events 78
NUMERICAL ASPECTS IN SIMULATING OVERLAND FLOW EVENTS 77
Propagation of variability in climate projections within urban flood modelling: A multi-purpose impact analysis 77
Minimizzazione della diffusione numerica in uno schema centrato del primo ordine applicato alle equazioni di De Saint Venant 76
The Euro-Mediterranean Centre for Climate Change and the meteo-hydrogeological chain for study and prevention of the hydrogeological risk 74
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" 74
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 74
Flood hazard assessment using 1D and 2D approaches 73
Flood Risk in Urban Areas: Modelling, Management and Adaptation to Climate Change: A Review 71
Modello bidimensionale finalizzato allo studio delle inondazioni in aree a fondo erodibile 70
Toward Street-Level Nowcasting of Flash Floods Impacts Based on HPC Hydrodynamic Modeling at the Watershed Scale and High-Resolution Weather Radar Data 67
Nowcasting Floods in Detailed Scales Considering the Uncertainties Associated with impact-based Practical Applications 57
Predictive capabilities, robustness and limitations of two event-based approaches for lag time estimation in heterogeneous watersheds 54
Enhancing 2D Hydrodynamic‐Based Flash Flood Simulations in Mountain Catchments: Analytical Insights From a Novel Steep‐Slope Shallow Water Framework 11
δ-SW-SPH: A diffusive and well-balanced SPH scheme for the shallow water equations 11
Predicting pluvial flood impacts in data-scarce urban environments: Uncertainty and interplay between rainfall inputs and conceptual drainage loss models 10
Impact of strip subdivision on water conservation in border irrigation for irregularly shaped fields 9
An efficient physics-based modeling strategy for pluvial floods in urban areas with a subgrid scheme for the stormwater drainage network 8
Totale 10.919
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Categoria #
all - tutte 59.241
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 59.241
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022965 0 196 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
2025/20264.716 602 155 300 330 922 308 636 228 285 379 201 370
2026/2027376 286 90 0 0 0 0 0 0 0 0 0 0
Totale 10.934