TY - JOUR
T1 - A simplified image analysis method to study lnapl migration in porous media
AU - Flores, Giancarlo
AU - Katsumi, Takeshi
AU - Inui, Toru
AU - Kamon, Masashi
PY - 2011/10
Y1 - 2011/10
N2 - A novel Simplified Image Analysis Method was developed and tested to assess the saturation distribution values for water and LNAPLs (Light Non-Aqueous Phase Liquids) in granular soils subjected to fluctuating groundwater conditions. This method, based on the Beer-Lambert Law of transmissivity, determines the saturation of water (S w) and LNAPLs (S o) by comparing the average optical densities (D i) for each matrix element of the tested domain to the corresponding average optical densities for three base pictures of the same domain taken with two digital cameras attached to two different band-pass filters (λ = 450 nm and 640 nm). Two equations with two unknowns (S w and S o) are defined for each mesh element, which enables the saturation distribution to be calculated under dynamic conditions. The three base conditions for the domain are: (i) fully saturated with water (D i 10), (ii) fully saturated with LNAPL (D i 01), and (iii) completely dry (D i 00). The Simplified Image Analysis Method was then applied to analyze the behavior of two fluctuating groundwater systems, namely, two-phase air-water and three-phase air-water-LNAPL, in a one-dimensional column, 3.5 × 3.5 × 50 cm, filled with Toyoura sand. The mass balance of the drainage-imbibition three-phase airwater-LNAPL system showed a difference of just 4.7% in LNAPL, demonstrating that this non-intrusive and non-destructive method is reliable for providing water and LNAPL saturation distributions throughout the domain when studying the effects of porous soil contamination by LNAPLs subjected to dynamic conditions.
AB - A novel Simplified Image Analysis Method was developed and tested to assess the saturation distribution values for water and LNAPLs (Light Non-Aqueous Phase Liquids) in granular soils subjected to fluctuating groundwater conditions. This method, based on the Beer-Lambert Law of transmissivity, determines the saturation of water (S w) and LNAPLs (S o) by comparing the average optical densities (D i) for each matrix element of the tested domain to the corresponding average optical densities for three base pictures of the same domain taken with two digital cameras attached to two different band-pass filters (λ = 450 nm and 640 nm). Two equations with two unknowns (S w and S o) are defined for each mesh element, which enables the saturation distribution to be calculated under dynamic conditions. The three base conditions for the domain are: (i) fully saturated with water (D i 10), (ii) fully saturated with LNAPL (D i 01), and (iii) completely dry (D i 00). The Simplified Image Analysis Method was then applied to analyze the behavior of two fluctuating groundwater systems, namely, two-phase air-water and three-phase air-water-LNAPL, in a one-dimensional column, 3.5 × 3.5 × 50 cm, filled with Toyoura sand. The mass balance of the drainage-imbibition three-phase airwater-LNAPL system showed a difference of just 4.7% in LNAPL, demonstrating that this non-intrusive and non-destructive method is reliable for providing water and LNAPL saturation distributions throughout the domain when studying the effects of porous soil contamination by LNAPLs subjected to dynamic conditions.
KW - Contamination
KW - Fluctuating groundwater
KW - Image analysis
KW - LNAPL
KW - Paraffin liquid
KW - Porous media
KW - Saturation
UR - http://www.scopus.com/inward/record.url?scp=84861810197&partnerID=8YFLogxK
U2 - 10.3208/sandf.51.835
DO - 10.3208/sandf.51.835
M3 - Article
AN - SCOPUS:84861810197
SN - 0038-0806
VL - 51
SP - 835
EP - 847
JO - Soils and Foundations
JF - Soils and Foundations
IS - 5
ER -