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Applied and Environmental Microbiology, May 2002, p. 2120-2132, Vol. 68, No. 5
0099-2240/02/$04.00+0 DOI: 10.1128/AEM.68.5.2120-2132.2002
Copyright © 2002, American Society for Microbiology. All Rights Reserved.
Department of Geosciences, Princeton University, Princeton, New Jersey 08544,1 Envirogen, Inc., Lawrenceville, New Jersey 08648,2 Earth Water and Science, University of South Carolina, Columbia, South Carolina 292083
Received 5 October 2001/ Accepted 23 January 2002
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The physical, chemical, and biological effects are typically grouped into two probabilities, as described in filtration theory: the probability of bacterial collision with a sediment grain collector upon approach (collector efficiency) and the probability of bacterial attachment to the collector upon collision (collision efficiency). The collector efficiency accounts for the physical factors (interception, diffusion, and gravitational settling processes) that control the frequency of bacterial collisions with grain surfaces relative to the flux of bacteria toward the collectors. The collision efficiency accounts for the chemical and biological factors described by the Derjaguin-Landau-Verwey-Overbeek theory (10, 48). This theory describes the total interaction force between bacterial and mineral grain surfaces as the sum of the double-layer, London-van der Waals, and acid-base type (hydrophobic interaction) potential energies over the distance separating the surfaces (41). The injected bacteria are more likely to attach to mineral surfaces if the total interaction force is attractive than if the force is repulsive.
Previous studies have indicated that there are four major biological properties that affect bacterial attachment to mineral grain surfaces, bacterial surface charge (21, 47), hydrophobicity (32, 47), cell size (15, 19), and cell motility (16, 29, 33, 49). Bacterial surface charge is typically measured by electrophoresis (20, 46). The electrostatic interaction predicts that a negative cell surface charge promotes bacterial attachment to positively charged Fe and Al oxide surfaces but inhibits attachment to negatively charged quartz surfaces (14). In reality, this simple relationship is complicated by the presence of organic matter, which can alter the surface charges of both bacteria and sediment (27, 42).
Cell hydrophobicity has been investigated in relation to bacterial transport, and the results have been somewhat inconsistent. Whereas Gannon et al. (19) found no correlation between bacterial transport and cell hydrophobicity in soil columns, Mueller et al. (35) found a positive relationship between collision efficiency and hydrophobicity. Likewise, Mills (34) found an approximate positive correlation between the percentage of cells retained and hydrophobicity. Experiments on the effects of cell motility have also resulted in different outcomes. In some cases, motile cells have been shown to be transported further (33), and in other cases, motile cells have been shown to attach to mineral grain surfaces more than nonmotile cells (29). This discrepancy may be related to substrate surface characteristics. Camesano and Logan (5) observed that motile cells were retained less in sediments due to the ability of the bacteria to swim and avoid collisions with grain surfaces.
Evidence that cell size has an effect on bacterial transport has been scarce, although it is generally recognized that smaller cells are transported more readily than larger cells. On the basis of a regression analysis of the relationship between the percentage of cells transported and cell surface properties, Gannon et al. (19) concluded that cell size was the only statistically significant parameter responsible for the observed differences in transport of 19 strains through soil columns. Fontes et al. (15) performed bacterial transport experiments by injecting two strains that had the same hydrophobicity but were different sizes (a 0.75-µm-diameter coccus and a rod that was 0.75 by 1.8 µm) into a number of columns of clean quartz sand in which the grain sizes were different (<0.44 and 1 to 1.14 mm) and the ionic strengths of the pore water were different. They concluded that cell size and ionic strength were of equal importance but were less important than grain size. However, they did not measure surface charge or the presence or absence of specific reactive groups on the cell surface, and it was therefore difficult to conclude if cell size was the most important factor controlling transport. These authors did imply that if the physical and chemical factors were kept equal, the most important biological factor was cell size.
Well-controlled bacterial transport studies have been conducted with columns filled with either glass beads or homogenized sediments. Because the homogenization and repacking process destroys the natural structure (i.e., physical and chemical heterogeneity), results obtained with repacked cores may not accurately represent the transport behavior of bacteria in the subsurface (22) and are difficult to extrapolate to field studies. This study is part of a U.S. Department of Energy-supported bacterial transport project being conducted on both laboratory and field scales. The main purpose of the project is to evaluate the relative importance of physical, chemical, and biological effects in bacterial transport. In preparation for field-scale experiments, extensive laboratory experiments with intact cores and a variety of indigenous groundwater bacterial strains have been performed (12, 13, 17). In previous work, we addressed the relative importance of physical and chemical factors in bacterial attachment to mineral grains. This study expanded on that work and addressed the importance of bacterial properties in the transport of two bacterial strains through a number of intact cores. Intact cores are often the most predictive means of assessing rates and distances of bacterial transport prior to injection in the field, so understanding core-scale processes and their relationship to field-scale transport is an essential step in predicting field-scale transport. This research can be distinguished from previous work because we used (i) intact cores, (ii) simultaneous transport of two bacterial strains so that any effect due to physical or chemical heterogeneity of cores could be eliminated, and (iii) extensive characterization of bacterial surface properties so that responsible biological effects could be identified.
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Groundwater geochemistry.
The groundwater at the Oyster site is oxygenated (6 to 8 mg of dissolved oxygen per liter); the pH values range from 5.4 to 6.0, and the temperature is
15°C. The dissolved organic carbon content ranges from 1 to 4 mg/liter (8). Oyster artificial groundwater was made based on the Oyster site groundwater chemistry but did not contain colloids and organic carbon (8). The artificial groundwater was used to culture bacteria for injection. Because of an insufficient supply of Oyster natural groundwater, natural groundwater from approximately 0.25 mile away at the Narrow Channel flow cell was used for the transport experiments in this study. Because of their close proximity, the groundwaters from the two flow cells were virtually identical (8, 17).
Bacterial strain isolation, culturing, and radiolabeling.
The indigenous groundwater strains Erwinia herbicola OYS2-A and Comamonas sp. strain DA001 were isolated from the Oyster and Narrow Channel bacterial transport field sites, respectively. Isolation and identification of adhesion-deficient variants of these strains have been described elsewhere (12, 17). The inocula were grown and radiolabeled as described previously (17, 18). The DA001 cells injected into cores HS54 and SG11 were labeled with 35S. The DA001 and OYS2-A cells injected into SG48 were labeled with 35S and 14C, respectively. It has been demonstrated previously (7, 18) that these radiolabels stay cell associated until the end of bacterial breakthrough (up to 250 h).
Cell surface characterization. (i) Electrostatic interaction chromatography.
Electrostatic interaction chromatography was performed by using the protocol described by Dahlback et al. (6) with cells suspended in artificial groundwater.
(ii) Electrophoretic mobility.
A laser Doppler velocimetric instrument (DELSA 440SX 2.03; Beckman-Coulter, Fullerton, Calif.) was used to measure the electrophoretic mobilities of DA001 and OYS2-A cells (14). The measurements were made under the following conditions: temperature, 25°C; conductivity of the artificial Oyster groundwater, 0.29 mS/cm; frequency range, 500 Hz; voltage, 6 V; and on time and off time, 2.5 and 0.5 s, respectively. Although it would have been more relevant to measure electrophoretic mobility at 15°C, the in situ groundwater temperature at which bacterial transport experiments were run, it was not possible to place the DELSA 440SX 2.03 instrument inside an environmental chamber. The mobility values measured at 25°C were assumed to be the same as those at 15°C.
(iii) Bacterial cell size and morphology.
Cell size and morphology were characterized by transmission electron microscopy using a procedure described previously (11). Cell size was measured on photographic negatives, and the values and errors reported below are averages based on 20 measurements.
(iv) Bacterial cell density.
Cell density was determined by using a Percoll gradient method similar to that described by Harvey et al. (23). Brightly colored density marker beads (Sigma-Aldrich Company, St. Louis, Mo.) were used to indicate specific buoyant density values. The density marker beads and a sample (1 ml) of either a DA001 or OYS2-A cell suspension were carefully layered on top of a Percoll solution in 15-ml round-bottom test tubes. The tubes were centrifuged at 15,000 x g for 1 h at room temperature. The density of cells was determined from the position of the bacterial band relative to the positions of the bands formed by the beads.
(v) Cell hydrophobicity.
Hydrophobic interaction chromatography (6), bacterial adherence to hydrocarbons (BATH) (40), and contact angle measurements (4) were used to determine the hydrophobicities of OYS2-A and DA001 cells. The BATH procedure was performed with hexadecane, octane, and p-xylene as the hydrocarbon phases. Radiolabeled and starved OYS2-A and DA001 cells were washed and suspended in PUM buffer (40) at an optical density at 550 nm of 0.2. Samples (1.2 ml) of a cell suspension were added to round-bottom test tubes. For hexadecane, four different volumes (0.025, 0.05, 0.1, and 0.2 ml) were then added to triplicate tubes. The tubes containing the cell-hexadecane mixtures were incubated for 10 min at 30°C, after which they were vortexed for 2 min and then incubated at room temperature for 15 min, which allowed the hydrocarbon phase to rise to the top of the suspension. Known volumes of the hexadecane and of the aqueous phase (top and bottom portions of the suspension, respectively) were removed and counted with a model 1209 Rackbeta scintillation counter (Pharmacia LKB Nuclear, Gaithersburg, Md.). The experiment was then repeated using octane and p-xylene in duplicate with two different volumes of each hydrocarbon (0.2 and 0.05 ml). Contact angles were measured by the method of Brown (4) by placing droplets of 1-bromonaphthalene on a bacterial lawn and subsequently determining the angle of contact between each droplet and the lawn.
(vi) Characterization of LPS.
Bacterial lipopolysaccharide (LPS) was prepared by a modification of the method of Hitchcock and Brown (24) for whole-cell lysates and proteinase K digestion. Bacteria were grown to the early stationary phase in 0.2% (wt/vol) sodium acetate in a basal salt medium at room temperature and washed, and the optical density at 550 nm in Narrow Channel site groundwater was adjusted to 1.0. Samples (6 µl) of LPS preparations were electrophoresed on a sodium dodecyl sulfate-15% polyacrylamide minigel at a constant voltage (200 V). The LPS gels were then silver stained and observed.
Intact core setup, conservative tracer and bacterial injections, and effluent sampling.
The procedure used for intact core setup and injection is described elsewhere (9, 12, 17). Prior to bacterial injection, 0.5 core pore volume (Table 1) of bromide (Br) (
50 mg/liter) was injected into cores HS54 and SG11. After being starved for 48 h by shaking in Narrow Channel artificial groundwater at 15°C, 35S-labeled DA001 cells were washed once, suspended in Narrow Channel site groundwater at the desired concentration, and injected into HS54 and SG11 in a 15°C environmental chamber. For conservative tracer and cell injection into SG48, starved OYS2-A and DA001 cells were premixed with 3H2O (conservative tracer) to obtain a final total cell density of 1.05 x 108 cells/ml; 0.5 core pore volume of this cell suspension was injected into SG48. Once injection was complete, Narrow Channel site groundwater was continuously pumped into the cores until the effluent conservative tracer and bacterial concentrations were below the background levels (<1 mg/liter,
30 dpm/ml, and
30 dpm/ml for Br, 3H2O, and bacteria, respectively), at which time the experiment was terminated. This time was approximately 30 h for the conservative tracers and 250 to 350 h for the bacteria (Table 1).
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TABLE 1. Transport experimental parameters
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Enumeration of bacteria attached to sediment.
At the end of the transport experiment, large fractions of the injected bacteria were retained within the cores. To assess cell retention within a core, the aluminum casing was cut, and the core was split longitudinally. The concentration of bacteria retained within the core was determined in both core halves by using the sediment subsampling (17) and phosphorimaging (13) techniques. The subsampling method provides a direct measurement of radioactivity (and hence bacterial concentration in a sediment). The phosphorimaging method provides direct high-resolution visualization of bacterial retention in sediment (spatial resolution, 88 µm). Attached bacteria were also extracted from the sediment (via gentle vortexing in a pyrophosphate buffer saline solution) and plated. Plate counts indicated that bacteria were viable, and the amount of radioactivity per cell did not change, as would have been the case if the bacteria divided during the experiments.
For subsampling, a core half was divided into a grid of 28 rows longitudinally and five columns laterally (17). The sediment in each grid volume was homogenized, and the radioactivity was measured with a scintillation counter. Multiple measurements of the same sample gave rise to an analytical error of approximately 5%.
The storage phosphorimaging technique was employed to directly image the distribution of radioactivity (and therefore bacteria) in the sediment. Six or seven epoxy-fixed thin sections (lateral distance, 5 cm; longitudinal distance, 7.5 cm) were obtained from one core half and exposed to a tritium imaging screen, and the recorded radioactivity was read with a Molecular Dynamics PhosphorImager (Molecular Dynamics, Sunnyvale, Calif.).
Characterization of core sediments.
Characterization of physical and chemical heterogeneity provides a baseline with which a biological effect can be assessed. Porosity, grain size, and positively charged Fe, Al, and Mn hydroxides are the major physical and chemical factors that influence bacterial transport. Thin sections were analyzed for these parameters by using a Philips XL-30 field emission gun scanning electron microscope (SEM) fitted with back-scattered and secondary electron detectors and an IMIX X-ray energy dispersive spectrum analytical system. The electron microscope was equipped with a computer image analysis program (particle segmentation and feature analysis) (Princeton Gamma Tech, Princeton, N.J.) to allow image processing. The physical and chemical parameters were determined for selected sections of the cores at an areal resolution of 5 mm (longitudinal) by 4 mm (lateral) (12, 13).
Data analysis. (i) Deconvolution of DA001 from OYS2-A.
Although scintillation counting could not distinguish the 14C (OYS2-A) and 35S (DA001) isotopes, the short half-life of the 35S isotope allowed determination of the concentrations of the individual isotopes. Specifically, the following equations were used:
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![]() | (2) |
s and
c are decay constants of 35S (7.95 x 10-3 day-1) and 14C (3.32 x 10-7 day-1), respectively. The two unknowns, Ct0s and Ct0c, can be solved based on two measurements at two times. The radioactivities of mixtures of 35S and 14C were obtained at four times from the start of the experiment (3, 38, 79, and 163 days) for breakthrough data and at two times (44 and 163 days) for the retained bacterial concentrations in the sediments. The effluent samples used for counting the radioactivity at four times were fixed in 1% formaldehyde and stored in the dark so that cell respiration did not occur. The radioactivities of 10 controls were measured at each time when the effluent samples were analyzed.
(ii) Modeling.
The factors controlling transport of bacteria can be investigated by using numerical simulations to derive transport parameters for both conservative tracers and the bacteria so that these factors can be quantitatively compared. To constrain the range of parameters to be derived from the CXTFIT model (45) and therefore to obtain a unique set of parameters, the effective porosity and dispersivity of the conservative tracer were first estimated by using advection-dispersion equations assuming no sorption (25, 32). Pore velocity was then estimated from the experimental approach velocity and effective porosity. The values for estimated pore velocity and dispersivity were then used as initial inputs for the CXTFIT model with the one-site nonequilibrium model option. Given the total flow rate and the volume of the core, the effective porosity was then computed. The CXTFIT model with the same model option was used to independently estimate parameters for the observed bacterial breakthrough curves (velocity, dispersivity, and attachment and detachment rates). Pore velocity and dispersivity values obtained with the conservative tracer were used as the initial input for the CXTFIT model. CXTFIT model runs were also made to predict the profiles of the attached bacterial concentrations using the same set of parameters derived from the breakthrough data, and the results were compared to the observed attached bacterial concentrations. It was assumed that all of the missing mass for the observed data (mass balance error) was in the sediment (17) and that the missing mass was proportional to the observed concentration. The model was simulated for a partial duration of the transport experiments (30 h or
2 core pore volumes), at which time significant mass transport was complete. Because of a possible tailing effect at times beyond 30 h, the model simulation was also run for the entire duration of the experiments (
240 to 350 h) to evaluate if the derived transport parameters were different.
Despite our efforts to constrain the range of the parameters used as inputs for the CXTFIT model, a possibility of overparameterization existed. Because four parameters were fitted to the data sets, it was possible that the solution might not be unique. For this reason, different initial inputs were used to test the uniqueness of the model solution. It was found that as long as the initial inputs were within reasonable ranges, the solution was unique. This uniqueness was reflected in the covariance matrix (i.e., low values for individual elements in the matrix).
(iii) Filtration theory and calculation of collision efficiency.
Transport of two strains in the same core can ultimately be compared in terms of collision efficiency because collision efficiency is a direct measure of cell-mineral interactions. For SG48, because the two strains used interacted with the same mineral surfaces, any difference in collision efficiency must reflect a difference in cell properties. Calculation of collision efficiency is a two-step process. The first step calculates the collector efficiency from known grain and bacterial sizes, porosity, approach velocity, bacterial density, water density, and viscosity at 15°C (13). The second step calculates collision efficiency given values for collector efficiency and other measured parameters. The collector efficiency value is the sum of diffusion, London-van der Waals force, interception, and sedimentation terms, and the expressions can be found elsewhere (13, 31, 38). The procedures for calculating the collision efficiency value using the sediment data are described elsewhere (12). Briefly, the cores were divided into five grid columns, and each grid column had 28 grid rows. The collision efficiency values were calculated for each grid by using the following equations:
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i is the collision efficiency; di is the collector diameter (i.e., grain size);
i is the porosity;
i is the collector efficiency; and Li is the thickness of the grid in the flow direction (1.6 cm). A set of parameters used for these calculations is shown below. |
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TABLE 2. Strain characteristics
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TABLE 3. Experimental core results
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FIG. 1. Breakthrough curves for the conservative tracer and bacteria in HS54 (A), SG11 (B), and GS48 (C). The pore volume was determined by multiplying the total volume of an intact core by the effective porosity for the conservative tracer.
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FIG. 2. Radioactivities of 14C, 35S, and a representative mixture of 14C and 35S (50:50) decay with time. The solid symbols represent the radioactivity measured with a scintillation counter, and the open symbols represent the radioactivity predicted by the radioactive decay method according to equations 1 and 2. The close match demonstrates that the deconvolution method is valid and that neither isotope was respired by cells during sample storage and analysis. The error bars are smaller than the symbols.
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TABLE 4. Model output parameters
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FIG. 3. Contour plots of the distribution of the retained DA001 cells in HS54 (A), SG11 (B), and SG48 (C) and of OYS2-A cells in SG48 (D) as determined by scintillation counting of sediment subsamples.
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FIG. 4. Photographs of thin sections (A and C) and corresponding phosphorimages (B and D) of cores SG11 and SG48. Preferential attachment of bacteria to the metal hydroxide bands is apparent in SG11 but not in SG48. For example, in panel A curved Fe and Al oxide bands with fine grains were revealed by SEM, and the corresponding images show enhanced radioactivity signals (arrows).
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FIG. 5. Concentration profiles of attached bacteria averaged over the lateral direction for HS54 (A), SG11 (B), and SG48 (C). Both experimental and model-predicted profiles are shown for comparison.
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FIG. 6. Breakthrough curve (A) and concentration profile for attached bacteria (B) for SG11, showing the entire set of data (343.5 h or 30 core pore volumes). Superimposed are CXTFIT model fits for the breakthrough data and model prediction for the concentration profile of attached bacteria. The model overestimates the tailing portion of the breakthrough curve and poorly predicts the experimental profile for attached bacteria in the sediment.
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FIG. 7. Distribution of collision efficiencies along the lengths of HS54 (A), SG11(B), and SG48 (C). The error associated with each data point was 20 to 30% and is not shown for clarity.
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Modeling.
Although the CXTFIT model is a linear, first-order, kinetically limited model with no irreversible attachment term, it was adequate to describe bacterial breakthrough and to approximate sediment retention. Within a short time (30 to 50 h), the attachment process dominated transport, and the irreversible nature of attachment and detachment was negligible. The model was not capable of describing long-term tailing of the breakthrough curve or the dynamic evolution of the concentration profile of attached bacteria in the sediment (Fig. 6). Specifically, the model overestimated the bacterial concentration observed during long-term tailing, and the model values deviated from the experimental profile of the retained bacterial concentration in the sediment. These inadequacies were due to the fact that in the long term, when the attachment processes diminished and detachment became dominant, irreversible attachment played an important role. Compared with fully reversible attachment, irreversible attachment reduces the rate of release of bacteria to the aqueous phase (resulting in faster tailing-off than the model prediction) and results in retention of more bacteria in the sediment (resulting in a decrease in the retained bacterial concentration from the influent end to the effluent end instead of an increase, as the model predicted). Nevertheless, the attachment and detachment rates derived from either short-term (Table 4) or long-term (data not shown) observations were consistent and indicated that these rates were meaningful. These rates may be useful in making predictions in large-scale, field-oriented bacterial transport studies. For long-term transport (such as extended tailing), numerical models, which account for time-dependent desorption or bacterial subpopulations (3, 26), may be better able to represent the experimental data. Close examination of the experimental data obtained in this study revealed that a second-order, kinetically limited model with two subpopulations might better fit the concentration profiles of the retained bacteria in the sediment (3). Recent modeling advances even suggest that there may be a distribution of collision efficiencies in a single culture, and it may be necessary to incorporate such a distribution into modeling considerations (B. J. Mailloux, T. C. Onstott, J. Hall, M. E. Fuller, D. F. DeFlaun, and H. Dong, abstract from the American Geophysical Union Fall Meeting 2000, vol. 81, p. F181, 2000). A particle-based model (T. D. Scheibe, submitted for publication) is capable of incorporating these complexities into the model formulation and yielding a robust fit for both effluent breakthrough and the profile of attached bacteria in sediment (51).
Differential advection.
Early breakthrough of microorganisms compared to the breakthrough of a conservative tracer has been observed in several studies (1, 37, 44), and the primary mechanisms include (i) volume size exclusion (exclusion of colloids from smaller pores due to the inability of the colloids to fit into the pores), (ii) preferential flow path through high-conductivity regions, and (iii) hydrodynamic retardation (or chromatography) (exclusion of colloids from the lower-velocity regions of a pore throat due to the size of the colloids) (T. R. Ginn, Letter, Water Resour. Res. 36:1981-1982, 2000; L. L. C. Rehmann, C. Welty, and R. W. Harvey, Author's Reply, Water Resour. Res. 36:1983-1984, 2000). It is likely that one or more of these mechanisms are operative, and our data provide a basis for a mechanistic interpretation.
The modeling efforts indicated that a reduction in the effective porosity for the bacteria relative to the conservative tracer of up to 55% (Table 4) was necessary to account for the observed differential advection. The dispersivity and pore velocity for the conservative tracers were also significantly different from the dispersivity and pore velocity for the bacteria. These observations strongly suggest that the conservative tracer and the bacteria were transported via different flow paths and experienced different pore spaces, and therefore the parameters derived from the conservative tracer (such as velocity, dispersivity, and effective porosity) could not be used to model bacterial transport. However, the collision efficiency was relatively insensitive to the observed reduction in effective porosity and enhanced pore velocity, suggesting that previously described practices (2, 17) in which conservative tracer-derived parameters are used to calculate collision efficiency and the attachment rate for bacteria are valid.
Experimental reproducibility and cell-cell interactions.
SG11 and SG48 were from the same sedimentary facies and had similar porosities and grain sizes but slightly different metal hydroxide contents (Table 3). When DA001 cells were injected into these two cores, the effluent recovery and sediment retention data were expected to be similar. Likewise, SG13, which was used by Fuller et al. (17), and SG48 had similar porosities, grain sizes, and metal hydroxide contents, and the effluent recovery and sediment retention data for OYS2-A were expected to be similar with these two cores. The difference in effluent recovery between SG11 and SG48 for DA001 or between SG13 and SG48 for OYS2-A was not conclusive. A more systematic comparison using collision efficiency values could be made. The collision efficiency values of DA001 near the influent end of SG11 were much higher than those at the equivalent distance in SG48 (Fig. 7). Likewise, the collision efficiency values of OYS2-A near the end of SG13 (17) were higher than those at the equivalent distance in SG48. One likely mechanism for such a difference may be cell-cell interactions between DA001 and OYS2-A in SG48, where the presence of one cell type may have inhibited attachment of the other cell type to the same mineral surface. The interactions among different types of cells may be different from the interactions among cells of the same type, a phenomenon referred to as cell blocking (39). Further work is necessary to study this effect.
Biological effect on bacterial transport.
When DA001 and OYS2-A cells were injected individually into intact cores of the same facies type, major differences in both effluent recovery and sediment retention were observed (OYS2-A transport in horizontally stratified and shelly-gravelly cores is described by Fuller et al. [17]). The effluent recovery rate for DA001 was much higher than that for OYS2-A (
68 versus 10 to 15%). Whereas most of the retained OYS2-A cells were near the influent end, the DA001 cells were evenly distributed throughout the entire lengths of the cores. When DA001 and OYS2-A were simultaneously injected into the same core (SG48), the shapes of their breakthrough curves were similar, but the concentrations and timing of breakthrough compared to that of 3H were different. The effluent recovery rates of the two strains were very different (55 versus 30%).
Among the cell surface properties measured, cell size was the parameter identified that was statistically different (1.56 ± 0.33 and 1.10 ± 0.19 µm for OYS2-A and DA001, respectively). Cell size has previously been observed to be a dominant controlling factor in bacterial transport (15, 19) and was probably responsible for the large difference observed in this study. Compared to the DA001 cells, the longer, smaller-diameter OYS2-A cells exhibited low pore velocity, high porosity, a high attachment rate, and a low detachment rate. All of these factors may contribute to the lower effluent recovery rate for OYS2-A cells. If cell transport were transverse, the longer OYS2-A cells would be excluded more from small pores in a core. The modeling results indicate otherwise, however. Two explanations are possible. First, the cell diameter of DA001 is larger than that of OYS2-A. If cells are transported longitudinally, the DA001 cells should be excluded more from the available pore spaces, resulting in lower effective porosity and higher velocity. Second, 10% of the injected OYS2-A cells possessed flagella, and flagella may be able to penetrate into small pore spaces, accounting for the higher effective porosity for OYS2-A. In addition, OYS2-A cells have significantly higher charge density (surface charge/surface area) than DA001 cells and therefore are expected to have a higher attachment rate than OYS2-A cells, which is consistent with the experimental observations.
The flagellated OYS2-A cells (10% of the total injected population) probably facilitated attachment of this strain to the sediment, impeding transport. The different BATH results for the two strains may also be related to differences in attachment of the two strains. It was difficult, however, to directly compare the results and relate the results to transport. It is not clear if the percentages of OYS2-A (10 to 28%) at the hydrocarbon-aqueous phase interface correspond to the levels of retention in the sediment, although the data appear to suggest that OYS2-A cells may be more hydrophobic. The LPS gel patterns indicated that there are differences in the surface properties of the two organisms, but it is not possible to assess their relevance to adhesion without more analyses. Previous studies have shown that attenuation of the O-antigen can be related to changes in attachment properties and transport of different strains of the same species through porous media (50). There are a number of other parameters that could contribute to the observed differences in the transport of the two strains, including exopolymeric substances. Certain bacteria (e.g., Shewanella algae BrY) are capable of producing these surface polymers in response to Fe oxides (M. M. Urrutia and J. K. Fredrickson, unpublished data). Extracellular polymers produced by bacteria can extend up to 10 µm from the cell surface and can bind to sediment surfaces, significantly enhancing the attachment rate.
We thank Frank Wobber for his support. Access to the field site was granted by The Nature Conservancy. We thank Tim Griffin of Golder Associates for his excellent management of the field site operations. We also thank Doug Johnson for his assistance in conducting the experiments. We are grateful to three anonymous reviewers for their constructive reviews.
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