S
Samuele De Bartolo
Researcher at University of Salento
Publications - 34
Citations - 444
Samuele De Bartolo is an academic researcher from University of Salento. The author has contributed to research in topics: Hydraulic conductivity & Multifractal system. The author has an hindex of 12, co-authored 31 publications receiving 370 citations. Previous affiliations of Samuele De Bartolo include University of Calabria.
Papers
More filters
Journal ArticleDOI
Usage of infinitesimals in the Menger’s Sponge model of porosity
TL;DR: The aim is to investigate the different solutions given by the standard characterization of the porosity and the grossone theory without the direct estimation of the fractal dimension.
Journal ArticleDOI
Multifractal analysis of river networks: Sandbox approach
TL;DR: In this paper, two fixed-size algorithms were used to investigate natural river networks: the box-counting method and the sandbox method, and the theoretical expression of the information entropy was derived.
Journal ArticleDOI
Estimated generalized dimensions of river networks
TL;DR: In this paper, a numerical estimation of the generalised fractal dimension of six river networks in Southern Italy, extracted from digitised maps on a 1:25,000 scale, was carried out through the method introduced by Pawelzik and Schuster, based on an extension of the correlation integral by Grassberger and Procaccia.
Journal ArticleDOI
An indirect assessment on the impact of connectivity of conductivity classes upon longitudinal asymptotic macrodispersivity
Aldo Fiori,Francesca Boso,Felipe P. J. de Barros,Samuele De Bartolo,Andrew Frampton,Gerardo Severino,Samir Suweis,Gedeon Dagan +7 more
TL;DR: Solute transport in heterogeneous porous formations, with the log conductivity, Y = ln K, was modeled as a stationary random space function of given univariate normal probability density as discussed by the authors.
Journal ArticleDOI
Sensitivity analysis of bridge pier scour depth predictive formulae
TL;DR: In this article, the sensitivity of predicted scour depth is analyzed with respect to the following independent parameters: approach flow depth, riverbed slope and median sediment size, and their combined influence is studied examining the relative importance of each parameter with regard to the total variation of the maximum scour depths.