LEOPARDI, Angelo
 Distribuzione geografica
Continente #
EU - Europa 95
NA - Nord America 23
AS - Asia 14
AF - Africa 10
Totale 142
Nazione #
IT - Italia 44
IE - Irlanda 25
US - Stati Uniti d'America 20
GR - Grecia 8
DZ - Algeria 5
ES - Italia 5
GB - Regno Unito 5
EG - Egitto 4
IN - India 4
TR - Turchia 3
CU - Cuba 2
CY - Cipro 2
CZ - Repubblica Ceca 2
DE - Germania 2
PH - Filippine 2
AL - Albania 1
BG - Bulgaria 1
CA - Canada 1
FR - Francia 1
IR - Iran 1
MA - Marocco 1
MY - Malesia 1
PL - Polonia 1
SY - Repubblica araba siriana 1
Totale 142
Città #
Dublin 24
Cassino 13
Athens 8
Council Bluffs 7
Milan 5
Bari 4
Cremona 4
Naples 4
Siwa Oasis 4
Tres Cantos 4
Ashburn 3
Davis 3
Rome 3
Bedford 2
Cagayan de Oro 2
Havana 2
Kanpur 2
London 2
New York 2
Adana 1
Bielefeld 1
Casablanca 1
Chennai 1
Cosenza 1
Dumont 1
Edmonton 1
Foligno 1
Giugliano in Campania 1
Kuching 1
Leeds 1
Lendinara 1
L’Aquila 1
Montegrotto Terme 1
Palermo 1
Panderma 1
Pellezzano 1
Pianura 1
Sant Feliu de Guíxols 1
Shannon 1
Surat 1
Szczecin 1
Tirana 1
Tuzla 1
Varna 1
Totale 123
Nome #
Experimental investigation and numerical evaluation of the free surface of a dam break wave in the presence of an obstacle, file 966f137f-9810-4fa2-a166-f04384b523a1 65
A Model-Based Approach for Energy Optimization of Real Wastewater Pumping Station, file 439b5a1c-c175-427e-839c-577c7b7aae57 13
Hydraulic transients in viscoelastic branched pipelines, file de2a6153-0ba2-86a2-e053-1705fe0a3017 9
SIMULATION OF DAM-BREAK WAVES ON MOVABLE BEDS USING A MULTI-STAGE CENTERED SCHEME, file de2a6153-0782-86a2-e053-1705fe0a3017 5
2D-H Numerical Simulation of Dam-Break Flow on Mobile Bed withSudden Enlargement, file de2a6153-0124-86a2-e053-1705fe0a3017 4
Dam-break waves over an erodible embankment: experiments and simulations, file de2a6153-cb34-86a2-e053-1705fe0a3017 4
Uncertainty effects on Pollution Source Location in Water Networks., file de2a6152-fe99-86a2-e053-1705fe0a3017 3
Water Infrastructure Protection against Intentional Attacks. The experience of two European Research Projects. (Chapter 20), file de2a6152-ffc8-86a2-e053-1705fe0a3017 3
A Two-Phase Model for Fast Geomorphic Shallow Flows, file de2a6153-020b-86a2-e053-1705fe0a3017 3
Dam Break Waves on stepped bottom, file de2a6153-03ab-86a2-e053-1705fe0a3017 3
Experimental investigation of embankment erosion during fast geomorphic processes, file de2a6153-fcdd-86a2-e053-1705fe0a3017 3
Modeling dam break granular flows, file de2a6153-0125-86a2-e053-1705fe0a3017 2
Calibrazione di un Modello di formazione dei Sottoprodotti della Disinfezione (DBPs)Il caso studio dell'Acquedotto Aurunci-Valcanneto, file de2a6153-039a-86a2-e053-1705fe0a3017 2
Empirical formulae for modelling trihalomethanes formation in water supply systems., file de2a6153-04b9-86a2-e053-1705fe0a3017 2
Dike erosion due to a sudden wave overtopping: preliminary results, file de2a6153-088f-86a2-e053-1705fe0a3017 2
SWMM5 Toolkit Development for Pollution Source Identification in Sewer Systems, file de2a6153-0c1c-86a2-e053-1705fe0a3017 2
Experimental investigation of embankment erosion during fast geomorphic processes, file de2a6153-7d67-86a2-e053-1705fe0a3017 2
Evaluation of different formulations to optimally locate sensors in sewer systems., file de2a6153-88cf-86a2-e053-1705fe0a3017 2
Erratum for “Hydraulic Transients in Viscoelastic Branched Pipelines” by Stefania Evangelista, Angelo Leopardi, Roberto Pignatelli, and Giovanni de Marinis, file de2a6153-fdba-86a2-e053-1705fe0a3017 2
Pollution Source Identification of Accidental Contaminations in Water Distribution Networks., file de2a6152-fe23-86a2-e053-1705fe0a3017 1
A depth-integrated morphodynamical model for river flows with a wide range of Shields parameters., file de2a6153-0709-86a2-e053-1705fe0a3017 1
Comparison between empirical formulae and a first order kinetic model for modelling trialomethanes formation in water systems, file de2a6153-0e37-86a2-e053-1705fe0a3017 1
Numerical analysis of submerged flows for jet grouting, file de2a6153-85f8-86a2-e053-1705fe0a3017 1
Optimal water quality sensor positioning in urban drainage systems for illicit intrusion identification, file de2a6153-e0c9-86a2-e053-1705fe0a3017 1
Experiments of dike erosion due to a wave impact, file de2a6153-f446-86a2-e053-1705fe0a3017 1
Closure to “Hydraulic Transients in Viscoelastic Branched Pipelines” by Stefania Evangelista, Angelo Leopardi, Roberto Pignatelli, and Giovanni de Marinis, file de2a6153-f509-86a2-e053-1705fe0a3017 1
A new Algorithm for Unstructured Grids and Bank-Failure Mechanisms in Morphodynamic Models, file de2a6153-fb17-86a2-e053-1705fe0a3017 1
A new Algorithm for Bank-Failure Mechanisms in 2D Morphodynamic Models with Unstructured Grids, file de2a6153-fe4f-86a2-e053-1705fe0a3017 1
Asymptotic analysis of a Bingham fluid in a thin T-like shaped structure, file de2a6154-2afb-86a2-e053-1705fe0a3017 1
Impact coefficient evaluation for sensor location in sewer systems, file f1c2e792-78d7-4147-b9e1-93650973eeda 1
Totale 142
Categoria #
all - tutte 516
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 516


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/202113 12 0 0 0 0 0 0 0 1 0 0 0
2022/2023117 20 10 4 6 11 16 6 5 32 1 6 0
2023/202410 1 0 2 0 1 4 1 0 0 1 0 0
Totale 142