The Influence of Biofuels on the Permeability of Sand-Bentonite Liners
Liners are made to protect the groundwater table from
the infiltration of leachate which normally carries different kinds of
toxic materials from landfills. Although these liners are engineered to
last for long period of time; unfortunately these liners fail; therefore,
toxic materials pass to groundwater. This paper focuses on the
changes of the hydraulic conductivity of a sand-bentonite liner due to
the infiltration of biofuel and ethanol fuel. Series of laboratory tests
were conducted in 20-cm-high PVC columns. Several compositions
of sand-bentonite liners were tested: 95% sand: 5% bentonite; 90%
sand: 10% bentonite; and 100% sand (passed mesh #40). The
columns were subjected to extreme pressures of 40 kPa, and 100 kPa
to evaluate the transport of alternative fuels (biofuel and ethanol
fuel). For comparative studies, similar tests were carried out using
water. Results showed that hydraulic conductivity increased due to
the infiltration of alternative fuels through the liners. Accordingly,
the increase in the hydraulic conductivity showed significant
dependency on the type of liner mixture and the characteristics of the
liquid. The hydraulic conductivity of a liner (subjected to biofuel
infiltration) consisting of 5% bentonite: 95% sand under pressure of
40 kPa and 100 kPa had increased by one fold. In addition, the
hydraulic conductivity of a liner consisting of 10% bentonite: 90%
sand under pressure of 40 kPa and 100 kPa and infiltrated by biofuel
had increased by three folds. On the other hand, the results obtained
by water infiltration under 40 kPa showed lower hydraulic
conductivities of 1.50×10-5 and 1.37×10-9 cm/s for 5% bentonite:
95% sand, and 10% bentonite: 90% sand, respectively. Similarly,
under 100 kPa, the hydraulic conductivities were 2.30×10-5 and
1.90×10-9 cm/s for 5% bentonite: 95% sand, and 10% bentonite: 90%
sand, respectively.
[1] R. P. Chapuis (2002),"The 2000 R.M. Hardy Lecture: Full-scale
hydraulic performance of soil-bentonite and compacted clay liners."
Canadian Geotech. J. 39: 417-439.
[2] J.-M Lee, D. Shackelford, H. Benson, H.-Y. Jo, and B. Edil
(2005),"Correlating index properties and hydraulic conductivity of
geosynthetic clay liners." Journal of Geotechnical and
Geoenvironmental Engineering, November 131: 1319-1329.
[3] Yang X. and Lo M. C., (2004), "Flow of Gasoline through Composite
Liners." Journal of Environmental Engineering ASCE, pp: 886-890.
[4] Baroid Industrial Drilling Products Company (bentonite data sheet).
(2008), Product Service Line, Halliburton 3000 N. Sam Houston Pkwy
E. Houston, TX 77032.
[5] ASTM D 2434-68 Standard test method for permeability of granular
soils (Constant Head).
[1] R. P. Chapuis (2002),"The 2000 R.M. Hardy Lecture: Full-scale
hydraulic performance of soil-bentonite and compacted clay liners."
Canadian Geotech. J. 39: 417-439.
[2] J.-M Lee, D. Shackelford, H. Benson, H.-Y. Jo, and B. Edil
(2005),"Correlating index properties and hydraulic conductivity of
geosynthetic clay liners." Journal of Geotechnical and
Geoenvironmental Engineering, November 131: 1319-1329.
[3] Yang X. and Lo M. C., (2004), "Flow of Gasoline through Composite
Liners." Journal of Environmental Engineering ASCE, pp: 886-890.
[4] Baroid Industrial Drilling Products Company (bentonite data sheet).
(2008), Product Service Line, Halliburton 3000 N. Sam Houston Pkwy
E. Houston, TX 77032.
[5] ASTM D 2434-68 Standard test method for permeability of granular
soils (Constant Head).
@article{"International Journal of Earth, Energy and Environmental Sciences:64423", author = "Mousa Bani Baker and Maria Elektorowicz and Adel Hanna and Altayeb Qasem", title = "The Influence of Biofuels on the Permeability of Sand-Bentonite Liners", abstract = "Liners are made to protect the groundwater table from
the infiltration of leachate which normally carries different kinds of
toxic materials from landfills. Although these liners are engineered to
last for long period of time; unfortunately these liners fail; therefore,
toxic materials pass to groundwater. This paper focuses on the
changes of the hydraulic conductivity of a sand-bentonite liner due to
the infiltration of biofuel and ethanol fuel. Series of laboratory tests
were conducted in 20-cm-high PVC columns. Several compositions
of sand-bentonite liners were tested: 95% sand: 5% bentonite; 90%
sand: 10% bentonite; and 100% sand (passed mesh #40). The
columns were subjected to extreme pressures of 40 kPa, and 100 kPa
to evaluate the transport of alternative fuels (biofuel and ethanol
fuel). For comparative studies, similar tests were carried out using
water. Results showed that hydraulic conductivity increased due to
the infiltration of alternative fuels through the liners. Accordingly,
the increase in the hydraulic conductivity showed significant
dependency on the type of liner mixture and the characteristics of the
liquid. The hydraulic conductivity of a liner (subjected to biofuel
infiltration) consisting of 5% bentonite: 95% sand under pressure of
40 kPa and 100 kPa had increased by one fold. In addition, the
hydraulic conductivity of a liner consisting of 10% bentonite: 90%
sand under pressure of 40 kPa and 100 kPa and infiltrated by biofuel
had increased by three folds. On the other hand, the results obtained
by water infiltration under 40 kPa showed lower hydraulic
conductivities of 1.50×10-5 and 1.37×10-9 cm/s for 5% bentonite:
95% sand, and 10% bentonite: 90% sand, respectively. Similarly,
under 100 kPa, the hydraulic conductivities were 2.30×10-5 and
1.90×10-9 cm/s for 5% bentonite: 95% sand, and 10% bentonite: 90%
sand, respectively.", keywords = "Biofuel, Ethanol; Hydraulic conductivity Landfill,
Leakage, Liner failure, Liner performance Fine-grained soils, Particle
size, Sand-bentonite.", volume = "6", number = "12", pages = "823-4", }
{
"title": "The Influence of Biofuels on the Permeability of Sand-Bentonite Liners",
"abstract": "Liners are made to protect the groundwater table from\nthe infiltration of leachate which normally carries different kinds of\ntoxic materials from landfills. Although these liners are engineered to\nlast for long period of time; unfortunately these liners fail; therefore,\ntoxic materials pass to groundwater. This paper focuses on the\nchanges of the hydraulic conductivity of a sand-bentonite liner due to\nthe infiltration of biofuel and ethanol fuel. Series of laboratory tests\nwere conducted in 20-cm-high PVC columns. Several compositions\nof sand-bentonite liners were tested: 95% sand: 5% bentonite; 90%\nsand: 10% bentonite; and 100% sand (passed mesh #40). The\ncolumns were subjected to extreme pressures of 40 kPa, and 100 kPa\nto evaluate the transport of alternative fuels (biofuel and ethanol\nfuel). For comparative studies, similar tests were carried out using\nwater. Results showed that hydraulic conductivity increased due to\nthe infiltration of alternative fuels through the liners. Accordingly,\nthe increase in the hydraulic conductivity showed significant\ndependency on the type of liner mixture and the characteristics of the\nliquid. The hydraulic conductivity of a liner (subjected to biofuel\ninfiltration) consisting of 5% bentonite: 95% sand under pressure of\n40 kPa and 100 kPa had increased by one fold. In addition, the\nhydraulic conductivity of a liner consisting of 10% bentonite: 90%\nsand under pressure of 40 kPa and 100 kPa and infiltrated by biofuel\nhad increased by three folds. On the other hand, the results obtained\nby water infiltration under 40 kPa showed lower hydraulic\nconductivities of 1.50×10-5 and 1.37×10-9 cm/s for 5% bentonite:\n95% sand, and 10% bentonite: 90% sand, respectively. Similarly,\nunder 100 kPa, the hydraulic conductivities were 2.30×10-5 and\n1.90×10-9 cm/s for 5% bentonite: 95% sand, and 10% bentonite: 90%\nsand, respectively.",
"keywords": [
"Biofuel",
"Ethanol; Hydraulic conductivity Landfill",
"Leakage",
"Liner failure",
"Liner performance Fine-grained soils",
"Particle\nsize",
"Sand-bentonite."
],
"authors": [
"Mousa Bani Baker",
"Maria Elektorowicz",
"Adel Hanna",
"Altayeb Qasem"
],
"values": 6,
"issue": 12,
"issn": null,
"page_start": 823,
"page_end": 4,
"year": "2012",
"doi": "https://doi.org/10.5281/zenodo.1085020",
"journal": "International Journal of Earth, Energy and Environmental Sciences",
"categories": [
"Environmental and Ecological Engineering"
],
"files": [
"http://scholarly.org/pdf/display/the-influence-of-biofuels-on-the-permeability-of-sand-bentonite-liners"
]
}