Correlation model to predict residual immiscible organic contaminants in sandy soils
Researchers in both environmental and petroleum engineering have conducted studies in one-dimensional columns to quantify the amount of residual nonaqueous phase liquids (NAPL) trapped in the porous media as a function of capillary, viscous and buoyancy forces. From these previous studies, it is pro...
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Veröffentlicht in: | Journal of hazardous materials 2000-02, Vol.72 (1), p.39-52 |
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Format: | Artikel |
Sprache: | eng |
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Zusammenfassung: | Researchers in both environmental and petroleum engineering have conducted studies in one-dimensional columns to quantify the amount of residual nonaqueous phase liquids (NAPL) trapped in the porous media as a function of capillary, viscous and buoyancy forces. From these previous studies, it is proven that significant amounts of the original NAPL spill remain as a trapped residual. The objective of this research was to extend this body of work and to develop a correlation model that could predict residual NAPL saturation as a function of common soil characteristics and fluid properties. These properties include parameters derived from sieve analysis, namely, the uniformity coefficient (
C
u), the coefficient of gradation (
C
c), as well as fluid properties (interfacial tension, viscosity and density). Over 100 column experiments were conducted across a range of nine different soil gradations. The data produced by these tests, along with measured soil and fluid properties, were used to generate correlation models to predict residual NAPL saturation (
S
rn). The first correlation model predicts
S
rn for the region where residual NAPL saturation is independent of the capillary number, and dependent on
C
u,
C
c and the Bond number. The second correlation model predicts
S
rn for the region where residual NAPL saturation is dependent on capillary number, as well as
C
u,
C
c and the Bond number. The third correlation model predicts
S
rn over the entire region as a function of
C
u,
C
c and the total trapping number. The correlation models have a
R
2 value of 0.972, 0.934 and 0.825, respectively. Hence, the models may potentially be integrated into site characterization approaches. |
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ISSN: | 0304-3894 1873-3336 |
DOI: | 10.1016/S0304-3894(99)00157-0 |