In the absorption experiments cylindrical bars of initially dry material are allowed to freely absorb water trough one end. At the start of a measurement, the lower end of the bar was inserted in a small water reservoir to about 1 mm below the surface. The resulting moisture profiles, each measured at a different time, are given in figure 1 for one type of fired-clay brick.
As can be seen from the figure a very steep wetting front is
formed.
If the moisture transport can be described by a diffusion
equation, all
experimental profiles of one type of material can be related by
the
Boltzmann
transformation, l= x t^-1/2.
The transformed moisture profiles for various materials are
plotted in
figure 2 as a function of l.
For all materials the Boltzmann transformation indeed yields distinct curves, on which the data from the various profiles collapse for the individual materials. The behaviour of D describing the liquid transport is commonly approximated by an exponential function: D = D0 exp(ß q). The results of simulations of the moisture transport based on this exponential behaviour of the moisture diffusivity are represented by the full curves in figure 2. In all cases the computer simulation gives an adequate description of the observed moisture profiles.
L. Pel, Moisture transport in porous building materials, Ph.D. thesis, Eindhoven University of Technology, the Netherlands (1995).
L. Pel, K. Kopinga, G. Bertram and G. Lang, Water absorption in fired-clay brick observed by NMR scanning, J. Phys. D: Appl. Phys. 28, 675-680 (1995)
L. Pel, K. Kopinga and H. Brocken, Moisture transport in porous building materials, HERON 41, 95-105 (1996).
L. Pel, K. Hazrati, K. Kopinga and J. Machand, Water absorption
in
mortar
determined by NMR, Mag. Reson. Imaging 16,
525-528
(1998).