Oil and grease in soils irrigated with greywater and the potential effect on soil water repellency

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Författare

  • Michael Travis Ben-Gurion University of the Negev, Israel
  • Noam Weisbrod Ben-Gurion University of the Negev, Israel
  • Amit Gross Ben-Gurion University of the Negev, Israel

DOI:

https://doi.org/10.15626/Eco-Tech.2007.048

Nyckelord:

Oil; Grease; Greywater; Hydrophobicity; Water Repellency; Capillary Rise.

Abstract

The reuse of greywater and other wastewaters are important considerations for effective
water management strategies. It is also imperative that the potential for detrimental
environmental effects be investigated. As part of ongoing research into the reuse of
greywater and oil-rich agro-wastewaters, the potential impact of oil and grease (O&G)
to soils irrigated with greywater (GW) was studied. Greywater streams were sampled
and analyzed for O&G content. Along with the greywater, soil profile samples were
collected from garden soils irrigated with these waters. The goal was to determine the
O&G content of these GW streams, verify ifeO&G was accumulating in the soil profiles,
and investigate the effect O&G can have on water movement through O&G
contaminated soils.
Untreated kitchen GW averaged 200 mg/L O&G, over an order of magnitude more than
other GW streams. GW-irrigated soils showed O&G accumulation of up to 200 mg/kg
within the first 20-cm of depth. GW with low O&G concentration (<! 0 mg/L) still
demonstrated long-tenn accumulation in the soil profile, with O&G concentration of
150 mg/kg. To detennine the potential effects that O&G accumulation may have on
water movement in soil, capillary rise and water drop penetration time (WDPT)
experiments were conducted. The results showed up to 60% decrease in capillary rise in
sand containing 250 mg/kg O&G. Interestingly, no additional reduction in capillary rise
was observed at concentrations above 250 mg/kg. WDPT was observed to increase
linearly (from nearly instantaneous to over 2 seconds) with increased O&G content, up
to 1000 mg/kg. This work demonstrated that O&G in GW used for irrigation can
accumulate in soil and may lead to a significant water repellency and reduction in the
soils ability to transmit water.

Statistik

Laddar statistik...

Referenser

Gross, A., Shmueli, 0., Ronen, Z. and Raveh, E., 2007. Recycled vertical flow constructed wetland (RVFCW) - a novel method of recycling greywater for irrigation in small communities and households. Chemosphere, 66, 916-923. https://doi.org/10.1016/j.chemosphere.2006.06.006

Friedler, E., 2004. Quality of individual domestic greywater streams and its implication for on-site treatment and reuse possibilities. Environmental Technology, 25, 997-1008. https://doi.org/10.1080/09593330.2004.9619393

Dekker, L,W, and Ritsema, CJ,, 2000, Wetting patterns and moisture variability in water repellent Dutch soils. Journal of Hydrology, 231-232, 148-164. https://doi.org/10.1016/S0022-1694(00)00191-8

APHA, A WWA and WEF, 1998, Standard Methods for the Examination of Water and Wastewater, 20th ed. , American Public Health Association, Washington,

US EPA, 1999, Method 1664, Revision A: N-Hexane Extractable Material (HEM; Oil and Grease) and Silica Gel Treated N-Hexane Extractable Material (SGT-HEM; Non-polar Material) by Extraction and Gravimetry, United States Environmental Protection Agency, Office of Water,

Wiel-Shafran, A., Ronen, Z., Weisbrod, N., Adar, E, and Gross, A., 2006. Potential changes in soil properties following irrigation with surfactant-rich greywater, Ecological Engineering 26, 348-354. https://doi.org/10.1016/j.ecoleng.2005.12.008

Brown, R.C., 1947. The fundamental concepts concerning surface tension and capillarity, Proceedings of the Physical Society 59, 429-448, https://doi.org/10.1088/0959-5309/59/3/310

Siebold, A., Walliser, A., Nardin, M., Oppliger, M. and Schultz, J,, 1997, Capillary Rise for Thermodynamic Characterization of Solid Particle Surface, Journal of Colloid and Interface Science 186, 60-70, https://doi.org/10.1006/jcis.1996.4640

Xue, H,T,, Fang, Z,N,, Yang, Y., Huang, J.P. and Zhou, LW., 2006. Contact angle determined by spontaneous dynamic capillary rises with hydrostatic effects: Experiment and theory. Chemical Physics Letters 432, 326-330, https://doi.org/10.1016/j.cplett.2006.10.017

Liu, Y. and German, R.M., 1996, Contact angle and solid-liquid-vapor equilibrium, Acta Materialia 44, 1657-1663, https://doi.org/10.1016/1359-6454(95)00259-6

Christova-Boal, 0,, Eden, R.E, and McFarlane, S,, 1996, An investigation into greywater reuse for urban residential properties, Desalination 106, 391-397,

Plante, A.F, and Yoroney, R.P,, 1998, Decomposition of land applied oily food waste and associated changes in soil aggregate stability, J Environ Qual 27, 395-402. https://doi.org/10.2134/jeq1998.00472425002700020021x

Cecutti, C., Agius, O, Caussade, B. and Gaset, A., 2002, Fate in the soil ofean oil additive of plant origin, Pest Management Science 58, 1236 - 1242, https://doi.org/10.1002/ps.587

Tchobanoglous, G., Burton, F.L., Stensel, H.D., 2003. Wastewater Engineering: Treatment and Reuse, pp. 1819, McGraw-Hill, New York.

Gray, S.R. and Becker, N.S.C., 2002. Contaminant flows in urban residential water systems. Urban Water, 4, 331-346.

https://doi.org/10.1016/S0022-1694(00)00197-9

Letey, J., Carrillo, M.L.K., Pang, X.P., 2000. Approaches to characterize the degree of water repellency. Journal of Hydrology, 231-232, 61-65. https://doi.org/10.1016/S0022-1694(00)00183-9

Doerr, S.H., Shakesby, R.A., Walsh, R.P.D., 2000. Soil water repellency: its causes, characteristics and hydro-geomorphological significance. Earth-Science Reviews, 51, 33-65. https://doi.org/10.1016/S0012-8252(00)00011-8

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Publicerad

2007-12-12