Enhancing bacterial transport for bioaugmentation of aquifers using low ionic strength solutions and surfactants
PII: S0043-1354(98)00291-7
Wat. Res. Vol. 33, No. 4, pp. 1090±1100, 1999 # 1999 Elsevier Science Ltd. All rights reserved Printed in Great Britain 00...
Wat. Res. Vol. 33, No. 4, pp. 1090±1100, 1999 # 1999 Elsevier Science Ltd. All rights reserved Printed in Great Britain 0043-1354/99/$ - see front matter
ENHANCING BACTERIAL TRANSPORT FOR BIOAUGMENTATION OF AQUIFERS USING LOW IONIC STRENGTH SOLUTIONS AND SURFACTANTS M QUN LI1 and BRUCE E. LOGAN2**
Department of Chemical and Environmental Engineering, University of Arizona, Tucson, AZ 85721, U.S.A. and 2Department of Civil and Environmental Engineering, Penn State University, University Park, PA 16802, U.S.A.
1
(First received August 1997; accepted in revised form June 1998) AbstractÐThe transport of bacteria in contaminated aquifers over a distance of only one meter can require tens to thousands of unsuccessful collisions of bacteria with soil grains. Previous work has shown that low ionic strength (IS) solutions and the nonionic surfactant Tween 20 can reduce bacterial adhesion to ultraclean surfaces such as glass and quartz porous media. In this study, we examined whether these results could be generalized to soils and to other surfactants, by measuring the retention of two species of radiolabeled microbes over short (1 cm) distances in soil minicolumns. Calculations were also made, using the clean-bed ®ltration theory, to evaluate if bacterial transport distances are sucient for bioagumentation to occur over a large region of the subsurface. Collision eciencies were expressed using the ®ltration model in terms of the sticking coecient, a, de®ned as the fraction of collisions that are successful. In glass bead columns, a's for monoclonal populations were reduced from a = 0.19 (Alcaligenes paradoxus) and a = 0.01 (CD1), to a < 0.008 for Tween 80-phosphate buer solutions and a < 0.0054 for low ionic strength (0.01 mM) solutions (Darcy velocity, U = 10ÿ3 m sÿ1; Hammaker constant = 10ÿ20 J; and ¯uid properties of water at 228C). Low a's were also obtained using other nonionic surfactants (Tween 80, Triton 100 and 705, POE-10, Brij + 35) and an anionic biosurfactant, all added at concentrations above their critical micelle concentration (CMC). Although sticking coecients were also reduced by an order-of-magnitude for natural soils, sticking coecients remained too high to permit wide dispersal of cells over distances of >1 m. For A. paradoxus, a was reduced using a low ionic strength solution from 0.72 to 0.083 for the Arizona soil and from 1.7 to 0.2 for the Ringold soil; for CD1, a was reduced from 0.57 to 0.09 for the Ringold soil. Based on the soil grain diameters of these soils (127 mm, Arizona soil; 224 mm, Ringold soil), a's in this range will permit transport distances (de®ned as 99.9% reduction in cell concentration) of 01 m (U = 10 m/d, 108C) which may be sucient for creating small, bioactive zones. However, in order to increase bacterial transport over distances >1 m, methods other than simple solution chemistry changes will be needed to enhance aquifer bioaugmentation operations. # 1999 Elsevier Science Ltd. All rights reserved Key wordsÐAlcaligenes paradoxus bacteria, bioremediation, column tests, pollutant, soil, subsurface
INTRODUCTION
Bacteria can be used for subsurface remediation to enhance the degradation of speci®c pollutants either by adding nutrients to stimulate the growth of existing subsurface populations (biostimulation) or by directly injecting microbial cultures into the aquifer (bioaugmentation). A major impediment to bioaugmentation is that the soil acts as an ecient ®lter and reduces the concentration of suspended bacteria by several orders-of-magnitude within 10 to 100 cm of the well. The retention and growth of these microbes over such a short distance can lead to well clogging and failure of a bioremediation process. The rapid removal of bacteria within the aquifer results from a combination of high collision fre*Author to whom all correspondence should be addressed. [Tel.: +1-814-863-7908; Fax: +1-814-863-7304; Email: [email protected]].
quencies and high attachment probabilities between the bacteria and soil grains. It can be shown using a standard ®ltration model to describe bacterial transport (Martin et al., 1996) that a nonattaching bacterium would have to undergo >500 collisions to be successfully transported a distance of only 1 meter from a well under typical bacteria and groundwater conditions (cell diameter of 1 mm, super®cial velocity of 1 m/d, soil grain diameter of 120 mm, porosity of 0.33 and 108C). Collision frequencies can be decreased slightly by increasing groundwater velocities. Bacterial attachment probabilities, however, vary widely and can be substantially altered through changes in solution chemistry (Fletcher, 1980; Gordon and Millero, 1984; van Loosdrecht et al., 1987; Gross and Logan, 1995). Bacterial sticking coecients, de®ned as the rate bacteria stick to a soil grain to the rate they collide (a), measured in the laboratory are typically 0.1±1 for laboratory grown cells suspended in water at
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Bacterial transport for bioaugmentation
ionic strengths typical of groundwater (2 mM) or higher, but a values may be much lower for indigenous microbes (Harvey and Garabedian, 1991; Martin et al., 1992; Gross and Logan, 1995; Jewett et al., 1995; Johnson et al., 1996). Harvey and Garabedian (1991) calculated sticking coecients of 0.0054 < a < 0.0097 for DAPI-stained indigenous microbes used in ®eld tests. Bacterial a's are dicult to measure in the laboratory, using a traditional approach of calculating a from steady state breakthrough concentrations in column tests. In instances where a's are high, it is usually necessary to use high cell concentrations in the column in¯uent to obtain measurable concentrations of cells in the column euent. However, high colloid concentrations can ®ll the soil grain surface and invalidate the assumptions of the cleanbed ®ltration theory used to calculate a (Yao et al., 1971; Liu et al., 1995). Column media can become ®lled, or ``jammed'', with colloids with as little as 3% of the soil grain surface area covered, preventing other suspended particles from interacting with soil surfaces (Rijnaarts et al., 1996). When bacteria have extremely low a's, it is dicult to obtain accurate estimates of a from column breakthrough concentrations, unless very long columns are used, since euent concentrations will nearly equal in¯uent concentrations. For example, Jewett et al. (1993) calculated that a column r60 m long would be necessary to accurately (95% con®dence interval) measure a low a (0.0021) for column conditions used by Martin et al. (1992). Precise estimates of a can be obtained over several orders-of-magnitude in a single column set up, when particle ®ltration rates are based on total mass retention, instead of breakthrough concentrations. Sticking coecients as low as 3 10ÿ5 can be measured over a transport distance of only 1 cm in minicolumns packed with 40 mm glass beads using the microbe and radiolabel kinesis (MARK) procedure (Gross et al., 1995). Using the MARK test, a variety of chemicals (Tween 20, sodium forms of dodecyl sulfate, PPi and periodate, lysozyme and protease K) known to aect bacterial attachment to glass beads were tested (Gross and Logan, 1995). All of these chemicals, except the nonionic surfactant Tween 20, either increased cell sticking coecients, or reduced them by less than an order-of-magnitude. However, a was calculated to decrease from a = 0.38 (IS = 70 mM) to a = 0.0016 when a monoclonal population of Alcaligenes paradoxus was suspended in either low IS water (IS = 0.01 mM) or water containing a high concentration of Tween 20 (0.1 vol% in a phosphate buer, IS = 70 mM). Bacterial sticking coecients for laboratorygrown bacteria will need to be reduced by one to two orders-of-magnitude, or in the range of 10ÿ2
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