HR: 08:15h
AN: H11H-02 [Abstracts]
TI: Experimental and Numerical Study to Investigate Dynamic Capillary Pressure Effect in Two-Phase Flow in
Porous Media
AU: * Bottero, S
EM: bottero@geo.uu.nl
AF: Department of Earth Sciences, Utrecht University, P.O.Box 80021, Utrecht, 3508 TA
Netherlands
AU: Hassanizadeh, M S
EM: hassanizadeh@geo.uu.nl
AF: Department of Earth Sciences, Utrecht University, P.O.Box 80021, Utrecht, 3508 TA
Netherlands
AB:
It is known from literature that traditional equations describing two-phase flow processes in porous media may be inadequate
in case of non-equilibrium or dynamic condition.
In the latest theory an additional dynamic term is proposed such that capillary pressure may depends on both the rate of
change of saturation in time and on saturation.
In this work we investigate the dynamic effects on capillary pressure-saturation relationship in a homogeneous porous medium.
A series of laboratory experiments are performed using water and Tetrachloroetylene (PCE).
The experiments consist of a continuous cycle of drainage and imbibition where boundary pressures of 20, 30, 40 kPa are
applied. Homogeneous sand is uniformly distributed in a column of 10 cm diameter and 22 cm high and placed between brass
filters to keep sand grains in place. Initially the sand is fully water saturated. A large pressure is then applied at the
bottom of the column. As the pressure of PCE is much higher than the entry pressure of the porous media, PCE flows vertically
upward in the sand replacing water. The water replaced by PCE and the PCE that flows out of the sample during the experiment
are collected in an overflow reservoir. The cumulative flow of both phases is measured throughout the experiment. Pressure
of both water and PCE phases and water saturation are monitored locally inside the sand sample at three different depths by
means of six pore pressure transducers (PPT) and three tetra probe's (TP) respectively.
Beside laboratory experiments a series of numerical experiments are performed. In one set of experiments the traditional flow
equations for two-phase flow are used. In another set of experiments the effect of the additional dynamic term are studied.
Measured and simulated capillary pressure-saturation curves are compared and discussed in this presentation.
DE: 1875 Vadose zone
DE: 5104 Fracture and flow
SC: Hydrology [H]
MN: Fall Meeting 2005