IRIS
DE MARCHIS, MAURO
 Distribuzione geografica
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Continente #
NA - Nord America 3.808
EU - Europa 2.042
AS - Asia 1.019
SA - Sud America 222
AF - Africa 28
Continente sconosciuto - Info sul continente non disponibili 11
OC - Oceania 7
Totale 7.137
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Nazione #
US - Stati Uniti d'America 3.687
UA - Ucraina 496
SG - Singapore 413
IE - Irlanda 365
GB - Regno Unito 297
DE - Germania 260
HK - Hong Kong 211
BR - Brasile 202
CN - Cina 178
IT - Italia 158
SE - Svezia 139
CA - Canada 112
CH - Svizzera 87
FI - Finlandia 84
IN - India 63
TR - Turchia 44
FR - Francia 33
IR - Iran 30
CZ - Repubblica Ceca 25
BE - Belgio 14
ES - Italia 13
EU - Europa 11
IQ - Iraq 10
KR - Corea 10
BD - Bangladesh 8
DK - Danimarca 8
SC - Seychelles 8
MX - Messico 7
PL - Polonia 7
RU - Federazione Russa 7
AR - Argentina 6
AU - Australia 6
HR - Croazia 6
JP - Giappone 6
NL - Olanda 6
NO - Norvegia 6
VN - Vietnam 6
CO - Colombia 5
ET - Etiopia 5
HU - Ungheria 5
IL - Israele 5
RS - Serbia 5
ZA - Sudafrica 5
SA - Arabia Saudita 4
SI - Slovenia 4
UZ - Uzbekistan 4
AZ - Azerbaigian 3
ID - Indonesia 3
KG - Kirghizistan 3
MA - Marocco 3
PT - Portogallo 3
PY - Paraguay 3
AE - Emirati Arabi Uniti 2
AL - Albania 2
AT - Austria 2
BO - Bolivia 2
DZ - Algeria 2
EC - Ecuador 2
LA - Repubblica Popolare Democratica del Laos 2
LT - Lituania 2
OM - Oman 2
PK - Pakistan 2
RO - Romania 2
TN - Tunisia 2
AD - Andorra 1
AM - Armenia 1
BG - Bulgaria 1
CY - Cipro 1
EG - Egitto 1
GE - Georgia 1
GH - Ghana 1
GR - Grecia 1
IM - Isola di Man 1
JM - Giamaica 1
JO - Giordania 1
KE - Kenya 1
LU - Lussemburgo 1
LV - Lettonia 1
MY - Malesia 1
NP - Nepal 1
PH - Filippine 1
PS - Palestinian Territory 1
PW - Palau 1
TH - Thailandia 1
TT - Trinidad e Tobago 1
TW - Taiwan 1
UY - Uruguay 1
VE - Venezuela 1
Totale 7.137
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Città #
Dallas 778
Chandler 657
Jacksonville 455
Dublin 361
London 246
Hong Kong 210
Singapore 201
Boardman 195
The Dalles 143
Toronto 104
Santa Clara 100
Beijing 91
Zurich 87
Wilmington 84
Princeton 82
Ashburn 79
Bremen 78
Helsinki 78
Dearborn 53
Chicago 50
Los Angeles 35
Leawood 27
Brno 24
São Paulo 23
Munich 22
Augusta 21
Des Moines 20
Istanbul 20
Palermo 20
Ann Arbor 19
San Mateo 19
Frankfurt am Main 18
Columbus 16
Kocaeli 16
Düsseldorf 15
Milan 15
Falls Church 14
Brussels 13
Brooklyn 10
Manchester 10
Norwalk 10
Seattle 10
Belo Horizonte 9
Rio de Janeiro 9
Zanjan 9
Edinburgh 8
Rome 8
Sacramento 8
Seoul 8
Andover 7
Charlotte 7
Council Bluffs 7
Monmouth Junction 7
Naples 7
New York 7
San Francisco 7
Washington 7
Ardabil 6
Copenhagen 6
Guangzhou 6
Jinan 6
Redmond 6
Redwood City 6
Shanghai 6
West Jordan 6
Zagreb 6
Baghdad 5
Belgrade 5
Budapest 5
Catania 5
Hefei 5
Johannesburg 5
Melbourne 5
Nanchang 5
Nanjing 5
North Bergen 5
Phoenix 5
Piscataway 5
Tokyo 5
Turin 5
Turku 5
Warsaw 5
Woodbridge 5
Azor 4
Bangalore 4
Bitetto 4
Campinas 4
Changsha 4
Henderson 4
Izmir 4
Jaipur 4
Kunming 4
Lauterbourg 4
Madrid 4
Mumbai 4
New Delhi 4
Oslo 4
Poplar 4
Portsmouth 4
Salvador 4
Totale 4.851
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Nome #
Pluviometro laser-wireless per la misura dell’aggressività della pioggia 220
Caratterizzazione dei sedimenti marini contaminati della rada di Augusta 192
A basic Decision Support System for improving service level in intermittent water distribution systems 182
NUMERICAL INVESTIGATION ON THE ENERGY RECOVERY FROM WASTE WATER BY DUCTED SAVONIUS MICROGENERATORS 151
A mathematical model to evaluate apparent losses due to meter under-registration in intermittent water distribution networks 147
Energy Saving in Water Distribution Network through Pump as Turbine Generators: Economic and Environmental Analysis 133
A mathematical model to evaluate apparent losses due to water meter under-registration in a urban distribution network 122
A numerical unsteady friction model for the transient flow arising during the filling process of intermittent water distribution systems 118
Analisi degli effetti della distribuzione turnata mediante la modellazione del riempimento della rete 115
Comparison between dynamic and steady-state models for evaluating the real and apparent water losses 111
Implementation of Pressure Reduction Valves in a dynamic water distribution system numerical model 110
Bench scale continuous coagulation-flocculation of saline industrial wastewater contaminated by hydrocarbons 109
Analisi dell’effetto di una scabrezza irregolare sulle strutture turbolente. 105
Characterization and Treatment Proposals of Shipboard Slop Wastewater Contaminated by Hydrocarbons 105
Analisi dell’effetto di scabrezze irregolari 2D e 3D sui campi di moto turbolenti 104
Optimization of management choices of clariflocculation process by means of the qualitative multi-criteria analysis 104
Analysis of the Impact of the intermittent distribution by modelling the network filling processes 103
Estimation of the Roughness Function in Turbulent Flows Using the Slope of the Roughness 102
Editorial: Water and environmental challenges in a changing world: the perspective of the 13th International Conference on Hydroinformatics HIC 2018 101
Experimental Investigation for Local Tank Inflow Model 100
A model of the filling process of an intermittent distribution network 97
Experimental Evidence of Leaks in Elastic Pipes 97
Preface of the Symposium “Advanced Engineering Systems and Computer Applications: Theory and Practice” 97
Modeling of distribution network filling process during intermittent supply 96
A coupled Finite Volume–Smoothed Particle Hydrodynamics method for incompressible flows 96
Wind- and tide-induced currents in the Stagnone Lagoon (Sicily) 95
Leakage Estimation in Water Distribution Network: Effect of the Shape and Size Cracks 95
Confronto tra un modello dinamico ed uno stazionario nella valutazione delle perdite reali ed apparenti di una rete di distribuzione 94
Statistics of inertial particle deviation from fluid particle trajectories in horizontal rough wall turbulent channel flow 93
A multi-domain approach for smoothed particle hydrodynamics simulations of highly complex flows 91
Numerical models of hydrodynamics in coastal waters 90
Concept of a new pluviometer for metering rainfall erosivity 89
The effect of the slope of irregularly distributed roughness elements on turbulent wall-bounded flows 86
Pumps as turbines (PATs) in water distribution networks affected by intermittent service 84
Un modello numerico per il riempimento delle reti di distribuzione idrica in presenza di turnazione del servizio 83
Effects of irregular two-dimensional and three-dimensional surface roughness in turbulent channel flows 82
Definition of Water Meter Substitution Plans based on a Composite Indicator 82
Preface of the “Symposium on Advanced Engineering Systems and Computer Applications: Theory and Practice” 82
Experimental analysis of pressure-discharge relationship in a private water supply tank 81
Pressure-Discharge Law of Local Tanks Connected to a Water Distribution Network: Experimental and Mathematical Results 80
Integrated water quality modeling in coastalurban areas with three-dimensional receiving water bodies 78
On the Calibration of the Mathematical Laws for the Water Loss Estimation in Water Distribution Network 78
Optimization of the design of labyrinth emitter for agriculture irrigation using computational fluid dynamic analysis 78
Influenza della pendenza media delle corrugazioni di una parete scabra sul campo di moto turbolento 77
Energy recovery in water distribution networks. Implementation of pumps as turbine in a dynamic water distribution system numerical model 77
Effects of roughness on particle dynamics in turbulent channel flows: a DNS analysis 77
ESTIMATION OF THE ROUGHNESS FUNCTION: TOWARD A UNIVERSAL LAW 77
Energy Recovery in Water Distribution Networks. Implementation of Pumps as Turbine in a Dynamic Numerical Model 77
Large Eddy Simulations of Rough Turbulent Channel Flows Bounded by Irregular Roughness: The Role of Geometrical Parameters 77
Un modello numerico non stazionario per lo studio dei fenomeni transitori durante il riempimento delle reti di distribuzione idrica: analisi della resistenza in moto non uniforme 76
Experimental Evidence of the Discharge Law in Private Tanks Connected to Water Distribution Networks 76
The role of the tidal and wind forces on the hydrodynamic flow pattern and pollutant dispersion in the Augusta Harbour (Italy) 75
The role of the tidal and wind forces on the hydrodynamic flow pattern in the Augusta Harbour (Italy) 74
Turbulence structures over irregular rough surfaces 73
PARTICLE-LADEN TURBULENT CHANNEL FLOW WITH WALL-ROUGHNESS 73
The Effect of Damage Functions on Urban Flood Damage Appraisal 72
Large Eddy Simulations of roughened channel flows: estimation of the energy losses using the slope of the roughness 72
Preface of the symposium “Advanced Engineering Systems and Computer Applications: Theory and Practice” 72
Large Eddy Simulations of Rough Turbulent Channel Flows Bounded by Irregular Roughness: Advances Toward a Universal Roughness Correlation 72
The effect of geometrical parameters on the discharge capacity of meandering compound channels 71
Large eddy simulations on the effect of the irregular roughness shape on turbulent channel flows 71
Modelling of E. coli distribution in coastal areas subjected to combined sewer overflows 70
LES of turbulent channel flow with realistic rough walls 70
PANORMUS-SPH. A new Smoothed Particle Hydrodynamics solver for incompressible flows 69
On the estimation of the roughness function using a logarithmic scaling of the effective slope 69
THE EFFECT OF DAMAGE FUNCTIONS ON URBAN FLOOD DAMAGE APPRAISAL 68
On the influence of wall roughness in particle-laden flows 67
Wind- and tide-induced currents in the Stagnone lagoon (Sicily) 65
Preface of the Symposium “Advanced Engineering Systems and Computer Applications: Theory and Practice” 65
A Pressure Monitoring System for Water Distribution Networks Based on Arduino Microcontroller 65
Modelling ofE. colidistribution in coastal areas subjected to combined sewer overflows 64
Pump as turbine implementation in a dynamic numerical model: cost analysis for energy recovery in water distribution network 64
Turbulence modulation by micro-particles in smooth and rough channels 64
Three-dimensional numerical simulations on wind- and tide-induced currents: The case of Augusta Harbour (Italy) 63
Un modello numerico non stazionario per lo studio dei fenomeni transitori durante il riempimento delle reti di distribuzione idrica: analisi della resistenza in moto non uniforme 62
Implementation of pressure reduction valves in a dynamic water distribution numerical model to control the inequality in water supply 60
Bench scale continuous coagulation-flocculation of saline industrial wastewater contaminated by hydrocarbons 56
Effect of roughness on elongated particles in turbulent channel flow 51
Preface of the "symposium on Advanced Engineering Systems and Computer Applications: Theory and Practice" 50
Large eddy simulation of inertial particles dispersion in a turbulent gas-particle channel flow bounded by rough walls 50
Effect of the Junction Angle on Turbulent Flow at a Hydraulic Confluence 47
Large Eddy Simulation of Contact Tanks for Disinfection in Drinking Water Treatment 34
Effect of the contact tank geometry on disinfection efficiency 27
Numerical simulation for water loss estimation in water supply pipes: Discharge estimation and deformation analysis 27
Transport of inertial ellipsoidal particles in turbulent flow over rough walls 23
Interaction between turbulent structures and particles in roughened channel 8
Solid sediment transport in turbulent channel flow over irregular rough boundaries 8
Experimental and Numerical Study on the Flow Field and Friction Factor in a Pressurized Corrugated Pipe 7
Numerical observations of turbulence structure modification in channel flow over 2D and 3D rough walls 6
Totale 7.276
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Categoria #
all - tutte 48.522
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 48.522
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021720 0 0 72 72 26 86 4 146 25 110 96 83
2021/2022594 1 28 7 148 4 13 12 82 45 71 71 112
2022/20231.680 195 92 74 270 179 300 10 150 201 40 136 33
2023/2024832 49 119 62 58 117 42 183 36 8 23 24 111
2024/20251.519 52 116 140 27 157 169 60 110 224 213 159 92
2025/20261.073 155 686 232 0 0 0 0 0 0 0 0 0
Totale 7.276