DI CRISTO, Cristiana
 Distribuzione geografica
Continente #
EU - Europa 84
NA - Nord America 21
AS - Asia 11
AF - Africa 9
SA - Sud America 1
Totale 126
Nazione #
IT - Italia 43
US - Stati Uniti d'America 21
IE - Irlanda 13
GR - Grecia 8
GB - Regno Unito 7
ES - Italia 6
DZ - Algeria 5
EG - Egitto 4
IN - India 4
TR - Turchia 3
CY - Cipro 2
CZ - Repubblica Ceca 2
BG - Bulgaria 1
DE - Germania 1
FR - Francia 1
IR - Iran 1
MY - Malesia 1
NL - Olanda 1
PE - Perù 1
PL - Polonia 1
Totale 126
Città #
Dublin 13
Cassino 10
Athens 8
Council Bluffs 8
Bari 4
Cremona 4
London 4
Napoli 4
Siwa Oasis 4
Tres Cantos 4
Ashburn 3
Davis 3
Rome 3
Bedford 2
Kanpur 2
Milan 2
Naples 2
New York 2
Rolla 2
Adana 1
Bielefeld 1
Chennai 1
Cosenza 1
Dumont 1
Firmo 1
Florence 1
Foligno 1
Giugliano in Campania 1
Kuching 1
Leeds 1
Lendinara 1
Lima 1
Madrid 1
Marseille 1
Mogliano 1
Montegrotto Terme 1
Palermo 1
Panderma 1
Pianura 1
Sant Feliu de Guíxols 1
Surat 1
Tuzla 1
Varmo 1
Varna 1
Verona 1
Vlaardingen 1
Totale 111
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
SIMULATION OF DAM-BREAK WAVES ON MOVABLE BEDS USING A MULTI-STAGE CENTERED SCHEME, file de2a6153-0782-86a2-e053-1705fe0a3017 5
Dam-break waves over an erodible embankment: experiments and simulations, file de2a6153-cb34-86a2-e053-1705fe0a3017 4
Minimum channel lengh for roll-wave generation., file de2a6152-f9a3-86a2-e053-1705fe0a3017 3
Roll waves prediction in dense granular flow., file de2a6152-f9a4-86a2-e053-1705fe0a3017 3
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
Dam Break Waves on stepped bottom, file de2a6153-03ab-86a2-e053-1705fe0a3017 3
Nodal sensitivity and sensor location in hydraulic network, file de2a6153-071b-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
Green's function of the linearized Saint-Venant Equations in laminar and turbulent flows., file de2a6153-04eb-86a2-e053-1705fe0a3017 2
Impiego del monitoraggio nelle reti di distribuzione idrica., file de2a6153-071d-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
On the convective nature of roll waves instability., file de2a6152-f990-86a2-e053-1705fe0a3017 1
Linear stability analysis of a 1-D model with dynamical description of bed-load transport., file de2a6152-f9a1-86a2-e053-1705fe0a3017 1
Influence of relative roughness and Reynolds number on the roll waves spatial evolution., file de2a6152-f9a6-86a2-e053-1705fe0a3017 1
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
On the stability of gradually varying mud-flows in open channels, file de2a6153-0a95-86a2-e053-1705fe0a3017 1
Dispersive effects on linear instability of the Saint Venant flow model., file de2a6153-0cbd-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
Applicability of kinematic wave approximation to shallow mud-flows with a yield stress., file de2a6153-0e66-86a2-e053-1705fe0a3017 1
Particle Image Velocimetry and its applications in hydraulics: a state-of-art review., file de2a6153-660e-86a2-e053-1705fe0a3017 1
Development of roll waves in power-law fluids with non-uniform initial conditions., file de2a6153-6bbf-86a2-e053-1705fe0a3017 1
A strategy for passive control of natural roll-waves in power-law fluids through inlet boundary conditions., file de2a6153-8346-86a2-e053-1705fe0a3017 1
Wave propagation in linearized shallow flows of power-law fluids., file de2a6153-cc5a-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
Totale 126
Categoria #
all - tutte 640
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 640


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/20218 8 0 0 0 0 0 0 0 0 0 0 0
2022/2023102 20 10 5 7 10 14 6 5 22 0 3 0
2023/20249 1 0 1 0 1 4 1 0 0 1 0 0
Totale 126