By Eric Hass
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Geohydrologische Markierungstechniken. Gebreder Borntr&ger, Berlin, Stuttgart, 519 pp. 3. G. Netzmann and W. Stichler, 2001. Results from tracer experiments at Berlin test site. In: W. Berg et al. ), Tracer Studies in the Unsaturated Zone and Groundwater (ATH Investigations 1996 - 2000), Beitr&ge zur Hydrogeologie, 52, 19-25. 4. G. , Maciejewski, S. and W. Stichler, 2001. Dual tracer test and modeling studies for determining unsaturated flow components in a sandy catchment area. -P. Seiler and S.
As it is shown in Figure 1, ceramic suction cups as sampling devices are installed at six locations (I-VI) in different depths in the unsaturated zone. 4 bar, so that soil water can flow into the collectors continuously. This soil water samples were taken weekly. At the same depths tensiometers are used to monitor pressure head in the unsaturated zone in intervals of 60 min. Amount of precipitation was measured at the test site automatically also, cumulating the values at every hour. Two observation wells (G4, G3) allow the sampling of groundwater inflow and outflow of the test site, and their water levels are also measured in one-week distances.
Theory and Applications of Transport in Porous Media, ed. J. Bear. 1999, Boston: Kluwer Academic Publishers. , On the Law of the Diffusion of Gases. 2: p. 175-190, 269-276, 351-358. A. and J. Kistemaker, On the Slip of a Diffusing Gas Mixture Along a Wall Physica, 1943. X(8): p. 699-713. , Transport in Porous Catalysts. Chemical Engineering Monographs, ed. W. Churchill. Vol. 4. 1977, Amsterdam: Elsevier Scientific Publishing Company. 197. fr), All6e du Professeur Camille Soula, 31400 Toulouse, France.