Mh. Schroth et al., MULTIFLUID FLOW IN BEDDED POROUS-MEDIA - LABORATORY EXPERIMENTS AND NUMERICAL SIMULATIONS, Advances in water resources, 22(2), 1998, pp. 169-183
Understanding light nonaqueous-phase liquid (LNAPL) movement in hetero
geneous vadose environments is important for effective remediation des
ign. We investigated LNAPL movement near a sloping fine- over coarse-g
rained textural interface, forming a capillary barrier. LNAPL flow exp
eriments were performed in a glass chamber (50 cm x 60 cm x 1.0 cm) us
ing two silica sands (12/20 and 30/40 sieve sizes). Variable water sat
urations near the textural interface were generated by applying water
uniformly to the sand surface at various flow rates. A model LNAPL (So
ltrol(R) 220) was subsequently released at two locations at the sand s
urface. Visible light transmission was used to quantitatively determin
e water saturations prior to LNAPL release and to observe LNAPL flow p
aths. Numerical simulations were performed using the Subsurface Transp
ort Over Multiple Phases (STOMP) simulator, employing two nonhystereti
c relative permeability-saturation-pressure (k-S-P) models. LNAPL move
ment strongly depended on the water saturation in the fine-grained san
d layer above the textural interface. In general, reasonable agreement
was found between observed and predicted water saturations near the t
extural interface and LNAPL Bow paths. Discrepancies between predictio
ns based on the van Genuchten/ Mualem (VGM) and Brooks-Corey/Burdine (
BCB) k-S-P models existed in the migration speed of the simulated LNAP
L plume and the LNAPL Bow patterns at high water saturation above the
textural interface. In both instances, predictions based on the BCB mo
del agreed better with experimental observations than predictions base
d on the VGM model. The results confirm the critical role water satura
tion plays in determining LNAPL movement in heterogeneous vadose zone
environments and that accurate prediction of LNAPL flow paths depends
on the careful selection of an appropriate k-S-P model. (C) 1998 Elsev
ier Science Limited. All rights reserved.