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DNAPL Transport Through Macroporous, Clayey Till Columns
Author(s) -
Jørgensen Peter R.,
Broholm Kim,
Sonnenborg Torben O.,
Arvin Erik
Publication year - 1998
Publication title -
groundwater
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.84
H-Index - 94
eISSN - 1745-6584
pISSN - 0017-467X
DOI - 10.1111/j.1745-6584.1998.tb02840.x
Subject(s) - macropore , effective porosity , permeability (electromagnetism) , porosity , volumetric flow rate , geotechnical engineering , soil science , matrix (chemical analysis) , water flow , groundwater , materials science , geology , chemistry , composite material , mechanics , mesoporous material , biochemistry , physics , membrane , catalysis
This paper provides the first experimental determination of the rates and distribution of transport of a dense, nonaqueous phase liquid (DNAPL) through a naturally bioporous and fractured clayey till deposit. Until now, assessment of DNAPL behavior in this type of deposit has relied on theoretical studies. Predictions of DNAPL transport have proven to be uncertain as a result of difficulties in measuring critical parameters such as DNAPL entry pressure and flow behavior in response to natural fracture/biopore apertures and the degree of interconnection of these structures. In the present investigation, the migration of free product trichloroethylene (TCE) was studied by means of two undisturbed clayey till columns (dimensions: 0.5 m diameter by 0.5 m long) under in situ effective soil stress conditions. The experiments revealed that transport of TCE was restricted to biopores in one column and fractures in another column, bypassing the low‐permeability clayey matrix. Effective porosities of the columns, i.e., bio‐pores and fractures, were two to three orders of magnitude lower than total porosities (25% and 32%, respectively, for the two columns), i.e., macropores and matrix. Single phase water flow rates through the columns at water‐saturated conditions followed a linear relationship with hydraulic gradient. TCE flow could not be predicted from the single‐phase calculations because of non‐linearity observed between applied TCE injection heads and resulting TCE flow. TCE flow rates were 24 and 10.3 m/day at TCE gradients of 1.18 and 0.91, respectively. The observed flow rates indicate that in cases where vertical biopores or fractures fully penetrate clayey till aquitards, a low‐viscosity DNAPL (e.g., TCE) may quickly enter underlying aquifers. The experiments further indicate that 100 liters of a low‐viscosity DNAPL are sufficient to contaminate approximately 25 to 100 m 3 of till material because of the small effective porosity constituted by the biopores and fractures.