DE MARCHIS, Mauro
 Distribuzione geografica
Continente #
NA - Nord America 4.195
EU - Europa 2.150
AS - Asia 1.938
SA - Sud America 310
AF - Africa 59
OC - Oceania 5
Continente sconosciuto - Info sul continente non disponibili 3
Totale 8.660
Nazione #
US - Stati Uniti d'America 4.139
SG - Singapore 670
RU - Federazione Russa 579
CN - Cina 536
IT - Italia 496
BR - Brasile 238
VN - Vietnam 220
HK - Hong Kong 214
DE - Germania 162
UA - Ucraina 159
FI - Finlandia 157
PL - Polonia 143
GB - Regno Unito 105
FR - Francia 97
IE - Irlanda 94
JP - Giappone 77
SE - Svezia 53
IN - India 43
NL - Olanda 34
KR - Corea 33
BD - Bangladesh 27
MX - Messico 25
AR - Argentina 22
IQ - Iraq 19
BE - Belgio 17
CA - Canada 15
TR - Turchia 14
CI - Costa d'Avorio 13
ES - Italia 13
RO - Romania 13
VE - Venezuela 13
IR - Iran 11
ID - Indonesia 10
PK - Pakistan 10
ZA - Sudafrica 10
CL - Cile 9
CO - Colombia 9
MA - Marocco 9
EC - Ecuador 8
AE - Emirati Arabi Uniti 6
AT - Austria 6
EG - Egitto 6
KE - Kenya 6
PH - Filippine 6
AU - Australia 5
DZ - Algeria 5
MY - Malesia 5
NP - Nepal 5
PY - Paraguay 5
RS - Serbia 5
SA - Arabia Saudita 5
GR - Grecia 4
JO - Giordania 4
UZ - Uzbekistan 4
HN - Honduras 3
KG - Kirghizistan 3
KZ - Kazakistan 3
PA - Panama 3
TN - Tunisia 3
UY - Uruguay 3
AZ - Azerbaigian 2
BO - Bolivia 2
CH - Svizzera 2
CR - Costa Rica 2
JM - Giamaica 2
LB - Libano 2
MD - Moldavia 2
SN - Senegal 2
SY - Repubblica araba siriana 2
TT - Trinidad e Tobago 2
A2 - ???statistics.table.value.countryCode.A2??? 1
AL - Albania 1
AO - Angola 1
BH - Bahrain 1
BY - Bielorussia 1
CG - Congo 1
CZ - Repubblica Ceca 1
DK - Danimarca 1
DM - Dominica 1
DO - Repubblica Dominicana 1
ET - Etiopia 1
EU - Europa 1
GT - Guatemala 1
HR - Croazia 1
HU - Ungheria 1
IL - Israele 1
KH - Cambogia 1
KW - Kuwait 1
LT - Lituania 1
ML - Mali 1
MM - Myanmar 1
MN - Mongolia 1
NG - Nigeria 1
NI - Nicaragua 1
PE - Perù 1
PT - Portogallo 1
SK - Slovacchia (Repubblica Slovacca) 1
TH - Thailandia 1
XK - ???statistics.table.value.countryCode.XK??? 1
Totale 8.660
Città #
Singapore 438
Ashburn 434
Fairfield 409
Houston 272
San Jose 226
Woodbridge 209
Hong Kong 206
Seattle 190
Chandler 189
Wilmington 174
Cambridge 158
Ann Arbor 154
Zgierz 126
Chicago 105
Beijing 102
Los Angeles 102
Moscow 93
Dublin 92
Palermo 89
Dallas 83
Jacksonville 80
Medford 73
Tokyo 73
Ho Chi Minh City 71
Hanoi 63
New York 61
Des Moines 59
Santa Clara 57
Lauterbourg 54
Hefei 46
Nanjing 46
Council Bluffs 45
Princeton 44
Frankfurt am Main 43
Buffalo 41
Helsinki 41
Salt Lake City 37
Boardman 27
Dearborn 25
Milan 25
The Dalles 25
Tulsa 25
Elk Grove Village 24
Lawrence 23
Altamura 22
San Diego 22
Atlanta 21
Rome 21
Tampa 20
São Paulo 18
Brussels 16
London 16
Nanchang 16
Tianjin 16
Changsha 15
Shenyang 15
Columbus 14
Warsaw 14
Abidjan 13
Jiaxing 12
Brasília 11
Bremen 11
Catania 11
Da Nang 11
Ludwigshafen am Rhein 11
Phoenix 11
Denver 10
Munich 10
Guangzhou 9
Lancaster 9
Redondo Beach 9
Bolzano 8
Jinan 8
Mumbai 8
Naples 8
Amsterdam 7
Baghdad 7
Caracas 7
Chennai 7
Hebei 7
Nuremberg 7
Orem 7
Paris 7
Sterling 7
Washington 7
Mexico City 6
Miami 6
Nairobi 6
Tehran 6
Xi'an 6
Belo Horizonte 5
Brooklyn 5
Detroit 5
Guayaquil 5
Haiphong 5
Hải Dương 5
Istanbul 5
Kunming 5
Ningbo 5
Poplar 5
Totale 5.525
Nome #
Definition of Water Meter Substitution Plans based on a Composite Indicator 500
Energy Recovery in Water Distribution Networks. Implementation of Pumps as Turbine in a Dynamic Numerical Model 402
Experimental Evidence of Leaks in Elastic Pipes 308
A multi-domain approach for smoothed particle hydrodynamics simulations of highly complex flows 285
Experimental Investigation for Local Tank Inflow Model 258
4D Clifford algebra based on fixed-size representation 237
A coupled Finite Volume–Smoothed Particle Hydrodynamics method for incompressible flows 215
PANORMUS-SPH. A new Smoothed Particle Hydrodynamics solver for incompressible flows 212
The Effect of Damage Functions on Urban Flood Damage Appraisal 210
A BASIC DECISION SUPPORT SYSTEM FOR IMPROVING SERVICE LEVEL IN INTERMITTENT WATER DISTRIBUTION SYSTEMS 209
Analisi dei fenomeni di riempimento di reti di distribuzione idrica con il metodo delle caratteristiche. 201
A mathematical model to evaluate apparent losses due to meter under-registration in intermittent water distribution networks 197
The effect of geometrical parameters on the discharge capacity of meandering compound channels 193
Three-dimensional numerical simulations on wind- and tide-induced currents: The case of Augusta Harbour (Italy) 183
Solid sediment transport in turbulent channel flow over irregular rough boundaries 172
The effect of the slope of irregularly distributed roughness elements on turbulent wall-bounded flows 171
Un modello di simulazione dei fenomenici riempimento di reti di distribuizione idrica 166
Implementation of pressure reduction valves in a dynamic water distribution numerical model to control the inequality in water supply 166
Un modello di simulazione dei fenomeni di riempimento di reti di distribuzione idrica 165
Analisi dei fenomeni di riempimento di reti di distribuzione idrica con il metodo delle caratteristiche 164
Turbulence structures over irregular rough surfaces 164
Effects of roughness on particle dynamics in turbulent channel flows: a DNS analysis 161
Wind profile restructuring due to the roughness reduction in land-water transition 156
ANALYSIS OF THE EFFECT OF SINUOSITY IN THE DISCHARGE CAPACITY OF MEANDERING COMPOUND CHANNELS 153
3D Numerical Simulation of Curved Open Channel Flows 153
Effect of the junction angle on turbulent flow at a hydraulic confluence 150
Pumps as turbines (PATs) in water distribution networks affected by intermittent service 149
ANALYSIS OF THE EFFECT OF SINUOSITY IN THE DISCHARGE CAPACITY OF MEANDERING COMPOUND CHANNELS 146
3D Numerical Simulationof Curved Open Channel Flows 137
Large eddy simulations on the effect of the irregular roughness shape on turbulent channel flows 135
A numerical unsteady friction model for the transient flow arising during the filling process of intermittent water distribution systems. 130
Un modello per il riempimento delle reti di distribuzione idrica in presenza di turnazione del servizio 125
Analisi dell’effetto di una scabrezza irregolare sulle strutture turbolente 124
The role of the tidal and wind forces on the hydrodynamic flow pattern in the Augusta Harbour (Italy) 122
Analisi dell'effetto di scabrezze irregolari 2D e 3D sui campi di moto turbolenti. 121
Large Eddy Simulations of Rough Turbulent Channel Flows Bounded by Irregular Roughness: Advances Toward a Universal Roughness Correlation 118
Wind- and tide-induce currents in the Stagnone Lagoon (Sicily) 116
CFD study on the effect of the baffles geometry in sedimentation efficiency in wastewater treatments through Large Eddy Simulations 106
Uno studio numerico del moto turbolento in un canale con parete scabra 103
Modelling analysis of distribution network filling process during intermittent supply 100
Large Eddy Simulations of Rough Turbulent Channel Flows Bounded by Irregular Roughness: The Role of Geometrical Parameters 97
CFD Analysis on the Effect of Baffles Geometry on Sedimentation Efficiency 94
Implementation of Pressure Reduction Valves in a dynamic water distribution system numerical model 94
INFLUENZA DELLA PENDENZA MEDIA DELLE CORRUGAZIONI DI UNA PARETE SCABRA SUL CAMPO DI MOTO TURBOLENTO 91
Editorial: Water and environmental challenges in a changing world: the perspective of the 13th International Conference on Hydroinformatics HIC 2018 91
Modelling of E. coli distribution in coastal areas subjected to combined sewer overflows 82
Large eddy simulation of inertial particles dispersion in a turbulent gas-particle channel flow bounded by rough walls 78
Effect of roughness on elongated particles in turbulent channel flow 77
A Pressure Monitoring System for Water Distribution Networks Based on Arduino Microcontroller 75
Effect of the contact tank geometry on disinfection efficiency 73
Bench scale continuous coagulation-flocculation of saline industrial wastewater contaminated by hydrocarbons 72
Concept of a new pluviometer for metering rainfall erosivity 71
Characterization and treatment proposals of shipboard slop wastewater contaminated by hydrocarbons 70
Transport of inertial ellipsoidal particles in turbulent flow over rough walls 69
Numerical simulation for water loss estimation in water supply pipes: Discharge estimation and deformation analysis 66
Performance of Emitters in Drip Irrigation Systems Using Computational Fluid Dynamic Analysis 65
Energy saving in water distribution network through pump as turbine generators: Economic and environmental analysis 65
Optimization of the design of labyrinth emitter for agriculture irrigation using computational fluid dynamic analysis 61
The role of the areal parameters on turbulent flow over 2D Gaussian roughness 56
Perforated Baffles for the Optimization of Disinfection Treatment 46
Large Eddy Simulation of Contact Tanks for Disinfection in Drinking Water Treatment 45
Towards a new roughness parametrization through the effective distribution function 45
Optimization of management choices of clariflocculation process by means of qualitative multi-criteria analysis 45
Roughness effects on turbulent flows over Gaussian geometries using Large Eddy Simulations 1
Direct Numerical Simulations of turbulent channel flow roughened with 2D triangular bars: On the Effective Distribution parametrization 1
Totale 8.913
Categoria #
all - tutte 29.020
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 29.020


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021119 0 0 0 0 0 0 0 0 0 0 54 65
2021/2022486 18 96 24 34 12 14 20 36 42 58 43 89
2022/2023620 60 88 19 64 64 105 53 47 64 4 41 11
2023/2024418 16 51 13 37 51 70 69 15 15 8 43 30
2024/20251.429 17 91 55 106 52 39 54 79 89 125 461 261
2025/20263.329 233 110 249 235 290 528 524 387 243 461 69 0
Totale 8.913