IRIS
DE MARCHIS, MAURO
 Distribuzione geografica
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Continente #
NA - Nord America 3.968
EU - Europa 2.046
AS - Asia 1.083
SA - Sud America 224
AF - Africa 28
Continente sconosciuto - Info sul continente non disponibili 11
OC - Oceania 7
Totale 7.367
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Nazione #
US - Stati Uniti d'America 3.845
UA - Ucraina 496
SG - Singapore 474
IE - Irlanda 365
GB - Regno Unito 301
DE - Germania 260
HK - Hong Kong 211
BR - Brasile 204
CN - Cina 178
IT - Italia 158
SE - Svezia 139
CA - Canada 113
CH - Svizzera 87
FI - Finlandia 84
IN - India 64
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
MX - Messico 8
SC - Seychelles 8
VN - Vietnam 8
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
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 7.367
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Città #
Dallas 913
Chandler 657
Jacksonville 455
Dublin 361
London 246
Hong Kong 210
Singapore 202
Boardman 195
The Dalles 143
Toronto 104
Santa Clara 100
Beijing 91
Ashburn 88
Zurich 87
Wilmington 84
Princeton 82
Bremen 78
Helsinki 78
Dearborn 53
Chicago 50
Los Angeles 36
Leawood 27
Brno 24
São Paulo 24
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
New York 8
Rome 8
Sacramento 8
Seoul 8
Andover 7
Charlotte 7
Council Bluffs 7
Monmouth Junction 7
Naples 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
Poplar 5
Tokyo 5
Turin 5
Turku 5
Warsaw 5
Woodbridge 5
Azor 4
Bangalore 4
Bitetto 4
Campinas 4
Changsha 4
Chennai 4
Henderson 4
Izmir 4
Jaipur 4
Kunming 4
Lauterbourg 4
Madrid 4
Montreal 4
Mumbai 4
New Delhi 4
Oslo 4
Totale 5.000
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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 199
A basic Decision Support System for improving service level in intermittent water distribution systems 194
A mathematical model to evaluate apparent losses due to meter under-registration in intermittent water distribution networks 155
NUMERICAL INVESTIGATION ON THE ENERGY RECOVERY FROM WASTE WATER BY DUCTED SAVONIUS MICROGENERATORS 152
Energy Saving in Water Distribution Network through Pump as Turbine Generators: Economic and Environmental Analysis 135
A mathematical model to evaluate apparent losses due to water meter under-registration in a urban distribution network 130
Analisi degli effetti della distribuzione turnata mediante la modellazione del riempimento della rete 125
A numerical unsteady friction model for the transient flow arising during the filling process of intermittent water distribution systems 124
Bench scale continuous coagulation-flocculation of saline industrial wastewater contaminated by hydrocarbons 124
Comparison between dynamic and steady-state models for evaluating the real and apparent water losses 118
Implementation of Pressure Reduction Valves in a dynamic water distribution system numerical model 111
Analisi dell’effetto di una scabrezza irregolare sulle strutture turbolente. 109
Characterization and Treatment Proposals of Shipboard Slop Wastewater Contaminated by Hydrocarbons 108
Analysis of the Impact of the intermittent distribution by modelling the network filling processes 107
A model of the filling process of an intermittent distribution network 107
Analisi dell’effetto di scabrezze irregolari 2D e 3D sui campi di moto turbolenti 106
Optimization of management choices of clariflocculation process by means of the qualitative multi-criteria analysis 106
Experimental Investigation for Local Tank Inflow Model 104
Estimation of the Roughness Function in Turbulent Flows Using the Slope of the Roughness 103
Editorial: Water and environmental challenges in a changing world: the perspective of the 13th International Conference on Hydroinformatics HIC 2018 102
A coupled Finite Volume–Smoothed Particle Hydrodynamics method for incompressible flows 100
Confronto tra un modello dinamico ed uno stazionario nella valutazione delle perdite reali ed apparenti di una rete di distribuzione 99
Experimental Evidence of Leaks in Elastic Pipes 99
Modeling of distribution network filling process during intermittent supply 98
Preface of the Symposium “Advanced Engineering Systems and Computer Applications: Theory and Practice” 98
A multi-domain approach for smoothed particle hydrodynamics simulations of highly complex flows 97
Wind- and tide-induced currents in the Stagnone Lagoon (Sicily) 96
Leakage Estimation in Water Distribution Network: Effect of the Shape and Size Cracks 96
Statistics of inertial particle deviation from fluid particle trajectories in horizontal rough wall turbulent channel flow 94
Concept of a new pluviometer for metering rainfall erosivity 93
Numerical models of hydrodynamics in coastal waters 91
The effect of the slope of irregularly distributed roughness elements on turbulent wall-bounded flows 87
Definition of Water Meter Substitution Plans based on a Composite Indicator 87
Pumps as turbines (PATs) in water distribution networks affected by intermittent service 87
Effects of irregular two-dimensional and three-dimensional surface roughness in turbulent channel flows 85
Un modello numerico per il riempimento delle reti di distribuzione idrica in presenza di turnazione del servizio 84
Preface of the “Symposium on Advanced Engineering Systems and Computer Applications: Theory and Practice” 83
Effects of roughness on particle dynamics in turbulent channel flows: a DNS analysis 82
Experimental analysis of pressure-discharge relationship in a private water supply tank 82
Pressure-Discharge Law of Local Tanks Connected to a Water Distribution Network: Experimental and Mathematical Results 81
Integrated water quality modeling in coastalurban areas with three-dimensional receiving water bodies 80
Optimization of the design of labyrinth emitter for agriculture irrigation using computational fluid dynamic analysis 80
On the Calibration of the Mathematical Laws for the Water Loss Estimation in Water Distribution Network 79
ESTIMATION OF THE ROUGHNESS FUNCTION: TOWARD A UNIVERSAL LAW 79
Energy Recovery in Water Distribution Networks. Implementation of Pumps as Turbine in a Dynamic Numerical Model 79
Large Eddy Simulations of Rough Turbulent Channel Flows Bounded by Irregular Roughness: The Role of Geometrical Parameters 79
Energy recovery in water distribution networks. Implementation of pumps as turbine in a dynamic water distribution system numerical model 78
Influenza della pendenza media delle corrugazioni di una parete scabra sul campo di moto turbolento 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 77
Experimental Evidence of the Discharge Law in Private Tanks Connected to Water Distribution Networks 77
The role of the tidal and wind forces on the hydrodynamic flow pattern and pollutant dispersion in the Augusta Harbour (Italy) 76
The role of the tidal and wind forces on the hydrodynamic flow pattern in the Augusta Harbour (Italy) 76
The Effect of Damage Functions on Urban Flood Damage Appraisal 76
Turbulence structures over irregular rough surfaces 74
Large Eddy Simulations of Rough Turbulent Channel Flows Bounded by Irregular Roughness: Advances Toward a Universal Roughness Correlation 74
PARTICLE-LADEN TURBULENT CHANNEL FLOW WITH WALL-ROUGHNESS 74
Large Eddy Simulations of roughened channel flows: estimation of the energy losses using the slope of the roughness 73
Preface of the symposium “Advanced Engineering Systems and Computer Applications: Theory and Practice” 73
Large eddy simulations on the effect of the irregular roughness shape on turbulent channel flows 73
The effect of geometrical parameters on the discharge capacity of meandering compound channels 72
Modelling of E. coli distribution in coastal areas subjected to combined sewer overflows 71
LES of turbulent channel flow with realistic rough walls 71
PANORMUS-SPH. A new Smoothed Particle Hydrodynamics solver for incompressible flows 70
On the estimation of the roughness function using a logarithmic scaling of the effective slope 70
THE EFFECT OF DAMAGE FUNCTIONS ON URBAN FLOOD DAMAGE APPRAISAL 69
On the influence of wall roughness in particle-laden flows 69
A Pressure Monitoring System for Water Distribution Networks Based on Arduino Microcontroller 69
Bench scale continuous coagulation-flocculation of saline industrial wastewater contaminated by hydrocarbons 66
Wind- and tide-induced currents in the Stagnone lagoon (Sicily) 66
Preface of the Symposium “Advanced Engineering Systems and Computer Applications: Theory and Practice” 66
Modelling ofE. colidistribution in coastal areas subjected to combined sewer overflows 65
Pump as turbine implementation in a dynamic numerical model: cost analysis for energy recovery in water distribution network 65
Turbulence modulation by micro-particles in smooth and rough channels 65
Three-dimensional numerical simulations on wind- and tide-induced currents: The case of Augusta Harbour (Italy) 64
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 63
Implementation of pressure reduction valves in a dynamic water distribution numerical model to control the inequality in water supply 61
Effect of roughness on elongated particles in turbulent channel flow 53
Preface of the "symposium on Advanced Engineering Systems and Computer Applications: Theory and Practice" 51
Large eddy simulation of inertial particles dispersion in a turbulent gas-particle channel flow bounded by rough walls 51
Effect of the Junction Angle on Turbulent Flow at a Hydraulic Confluence 48
Large Eddy Simulation of Contact Tanks for Disinfection in Drinking Water Treatment 37
Numerical simulation for water loss estimation in water supply pipes: Discharge estimation and deformation analysis 30
Effect of the contact tank geometry on disinfection efficiency 28
Transport of inertial ellipsoidal particles in turbulent flow over rough walls 25
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 7.506
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Categoria #
all - tutte 49.074
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 49.074
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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
2025/20261.303 155 686 462 0 0 0 0 0 0 0 0 0
Totale 7.506