๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

Computation of permeability and dispersivities of solute or heat in periodic porous media

โœ Scribed by Cheo K. Lee; Chin-Cheng Sun; Chiang C. Mei


Publisher
Elsevier Science
Year
1996
Tongue
English
Weight
1021 KB
Volume
39
Category
Article
ISSN
0017-9310

No coin nor oath required. For personal study only.


๐Ÿ“œ SIMILAR VOLUMES


Computational pore network modeling of t
โœ Martin Thullner; Philippe Baveye ๐Ÿ“‚ Article ๐Ÿ“… 2008 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 567 KB

## Abstract For many years, controversy has surrounded the use of biofilm models to describe the distribution of microbial biomass in natural or artificial porous media. This use is often advocated on the basis of the relative mathematical simplicity of the biofilm concept, and of the widespread av

EXPERIMENTAL AND NUMERICAL SIMULATION OF
โœ BOUHROUM, A.; BAI, M. ๐Ÿ“‚ Article ๐Ÿ“… 1996 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 632 KB

The effect of heterogeneity on solute transport in porous media is examined by means of physical experiments and controlled numerical simulations. The special cases of layered, clogged and aggregated porous media are particularly investigated. The breakthrough curves (BTCs) obtained from some sectio

Periodic solution of Luikov equations fo
โœ R. C. Gaur; N. K. Bansal ๐Ÿ“‚ Article ๐Ÿ“… 1999 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 113 KB ๐Ÿ‘ 2 views

Closed-form solutions for the heat and moisture distribution given by the Luikov system of partial di!erential equations have been obtained by using periodic solution approach. Boundary conditions of the third type valid for capillary porous structure have been used to "nd the unknown constants. Cal

Flow of dilute, stable liquid and solid
โœ H. Soo; C. J. Radke ๐Ÿ“‚ Article ๐Ÿ“… 1985 ๐Ÿ› American Institute of Chemical Engineers ๐ŸŒ English โš– 462 KB ๐Ÿ‘ 2 views

Flow of Dilute, Stable Liquid and Solid Dispersions in Underground Porous Media 0.5 Suspensions of 0.5 vol. % (c, = 0.005) are injected continuously into a quartz sandpack of initial permeability KO = 1.15 pm2 at a constant superficial velocity of u = 0.07 mm/s. The mean grain size from sieve analys