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Applied and Environmental Microbiology, November 2003, p. 6644-6649, Vol. 69, No. 11
0099-2240/03/$08.00+0 DOI: 10.1128/AEM.69.11.6644-6649.2003
Copyright © 2003, American Society for Microbiology. All Rights Reserved.
Laboratory of Biophysics,1 Subdepartment of Environmental Technology,2 Plant Cell Biology, University of Wageningen, 6700 EV Wageningen, The Netherlands,4 Department of Agrarian Production, Public University of Navarra, Pamplona, Spain3
Received 6 March 2002/ Accepted 17 August 2003
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NMR studies of biofilms and bioreactors have thus far received only little attention, despite their huge potential for the study of transport processes, i.e., self-diffusion and flow, in these systems (18, 32). The major attractions of NMR are that it is noninvasive, so that no biomass deactivation is needed, it is independent of the transparency of the biofilm, and the measurement is not disturbed by the presence of inorganic inclusions or sand particles. Thus, NMR methods overcome the disadvantages of many conventional methods for measuring diffusion coefficients, which are mostly done ex situ (in a measuring or flow cell) on selected (geometry) and deactivated aggregates (20). Another special property of NMR is that flow can be detected in any direction within the sample, in contrast to X-ray, optical, and ultrasound scattering flow methods, which measure only a net flow between the emitter and the detector.
The most widely applied method of studying transport processes in bioreactors is pulsed-field gradient (PFG) NMR (27), which has been used for detailed studies of water transport processes in pipes and model systems (3), polystyrene beads (28, 29), and soils (33). In addition to quantifying 1H displacement, PFG NMR also discriminates different 1H pools in a tissue, which correspond to different physical and chemical environments (12), on the basis of the longitudinal and/or transverse relaxation times.
PFG NMR has been applied to study the diffusional characteristics of methanogenic granular sludge (2, 14, 16). Methanogenic granular sludge consists of rigid, well-settling microbial aggregates that develop by the mutual attachment of bacterial cells in the absence of a carrier material (19). As in biofilms and cellular tissues, molecular diffusion is the predominant mass transport process of soluble substrate molecules in methanogenic aggregates (20). Beuling et al. (2) validated the PFG NMR analysis using a series of artificial aggregates of different densities and loaded with different bacterial cell concentrations. They showed that the apparent diffusion coefficient of granular sludge determined by PFG NMR analysis agreed well with those obtained with glucose microelectrodes. Lens et al. (16) analyzed in detail the PFG NMR data obtained with one type of aggregate growing on pulp and paper mill wastewater. They found that the aggregates contain a distribution of self-diffusion coefficients, varying between 1.0 x 10-9 m2 s-1 (bacterial-cell-associated water) and 2.1 x 10-9 m2 s-1 (matrix-associated water).
This paper reports an analysis using PFG NMR of the diffusional properties of different types of granular sludge grown under different operational conditions in laboratory and full-scale reactors. In addition, the effect of deactivation methods commonly used to determine the diffusional properties of biofilms was investigated. Finally, PFG NMR imaging was used to study the spatial resolution of the transverse relaxation time (T2) and self-diffusion within individual aggregates.
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TABLE 1. Processing conditions of the bioreactors where the different types of anaerobic aggregates used in this study were cultivated
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NMR measurements.
All NMR measurements were done at room temperature (22 ± 1°C) on a 0.47 T (20.35 MHz) imager consisting of a Surrey Medical Imaging Systems (Guildford, United Kingdom) console, a Bruker electromagnet (Karlsruhe, Germany), and a probe head (Doty Scientific Inc., Columbia, S.C.) with active shielded gradients (35, 36). A probe with a cylindrical sample space with an inner diameter of 3.0 cm was used for the T2 and diffusion measurements. All NMR measurements were performed in a glass tube (inner diameter, 2.5 cm) containing 10 ml of methanogenic unfed (degassed) granular sludge.
Self-diffusion coefficient measurements.
Self-diffusion coefficients were determined using diffusion analysis by relaxation time separated (DARTS) PFG NMR, as described by van Dusschoten et al. (35). Typical acquisition parameters were as follows: repetition time, 6 s (four averages); spectral width, 100 kHz, number of echoes, 2,000, with an echo time of 1.05 ms. The gradient pulses were given after two dummy scans of 10 s each and had a duration of 5 ms; the observation time was 12.1 ms (unless specified otherwise), during which three 180° radiofrequency pulses were given with an interval (2*TAU dif) of 2.9 ms. The data set obtained with the self-diffusion measurement was analyzed by using nonlinear least-squares fitting routines (35).
NMR imaging.
Functional imaging and data processing to simultaneously obtain the amplitude, T2, and self-diffusion coefficient were done with a PFG-Carr Purcell Meiboom Gill sequence as described by van Dusschoten et al. (35). Typical acquisition parameters were as follows: repetition time, 1 s (four averages); spectral width, 50 kHz; number of echoes, 64, with an echo time of 5 ms. The field of view was 10 mm, with a slice thickness of 2 mm, yielding 128 x 128 voxels with a resolution of 80 x 80 x 2,000 µm3. The gradient pulses had a duration of 2.5 ms; the observation time was 10 ms, during which three 180° radio frequency pulses were given with an interval of 3.1 ms. To calibrate the density of the aggregates within the image, agar beads (1 and 10%, wt/vol) prepared as described by Beuling et al. (2) were included in the same image.
Microscopy.
Granular sludge anatomy was investigated with a Leica (Rijswijk, The Netherlands) MZ8 stereomicroscope as described by Alphenaar et al. (1). Normal and back-scattering scanning electron microscopy (SEM) was done at, respectively, 8 and 15 keV on intact and cleaved (with a razor blade) aggregates after dehydration with a gradient series of ethanol and critical-point drying by using a JEOL 5200 SEM as described by Gonzalez-Gil et al. (6).
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TABLE 2. Effect of aggregate size on the self-diffusion coefficient, T2 and D/Daq of different methanogenic aggregates sampled from mesophilic full-scale anaerobic UASB bioreactors and a thermophilic laboratory-scale reactor
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TABLE 4. Effect of process operation on the self-diffusion coefficient of water in anaerobic aggregates
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Effect of deactivation of methanogenic aggregates.
Table 3 shows that deactivation of methanogenic aggregates strongly alters their diffusional transport behavior. Glutaraldehyde reduces the self-diffusion of H2O by 20%, whereas heat exposure strongly increases (20 to 35% at 70°C) the self-diffusion coefficient of H2O within methanogenic aggregates (Table 3). Deactivation by HgCl2 did not alter the self-diffusion coefficient compared to untreated aggregates (Table 3).
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TABLE 3. Effect of deactivation procedures on the T2 and D/Daq ratio of methanogenic aggregates
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Spatial distribution of diffusion coefficients in individual aggregates.
The anatomy of a single methanogenic thermophilic aggregate with a heterogeneous structure, i.e., containing concentric biomass layers as well as cavities (Fig. 1A), was investigated by nuclear magnetic imaging. The T2 image of the aggregate shows a T2 distribution and thus confirms that H2O is present in different physical environments within a single aggregate (Fig. 1C). Back-scattering electron microscopy images (Fig. 1B), which reflect the metal distribution of the sample, show that metal precipitates, e.g., FeS, are abundant in the core of the aggregate, but they are also randomly distributed in small spots within the aggregate. High-resolution SEM observations showed that metal precipitates are located around microbial, most likely Methanosaeta sp., cells (data not shown).
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FIG. 1. Structure of a thermophilic (55°C) methanogenic aggregate treating oleate wastewater. Low-magnification electron-microscopic images of the aggregate shown in Fig. 2, cleaved upon termination of the NMR image, are presented. (A) Normal scanning electron microscopy. (B) Back-scattering electron microscopy. Dark areas in the back-scattered electron image indicate regions with higher biomass concentrations, whereas light areas indicate regions with high metal content. (C) Map of the spin-spin relaxation rate (R2; 1/T2) of a test tube containing a five intact thermophilic aggregates immersed in demineralized water and a reference tube filled with MnCl2-doped demineralized water (central tube). The spatial resolution of this T2 map is 80 µm, and the slice thickness is 2 mm. White areas indicate regions with a high R2, whereas dark areas indicate regions with a low R2. Note that R2 is the result of the physicochemical environment, i.e., pore size, polymer density, or metal sulfide precipitates (32).
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FIG. 2. NMR images of the spatial variation of 1H NMR parameters in a slice of 2 mm of an insert containing a single methanogenic aggregate (Fig. 1A). (A to C) Low-magnification light-microscopic images of cross-sectioned beads: 1% agar (A), 10% agar (B), and methanogenic aggregate (C). (D to F) NMR images: amplitude (D), R2 (= 1/T2) (E), and self-diffusion coefficient (F). Letters in panel D indicate the different beads.
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Figures 1 and 2 confirm that methanogenic aggregates contain T2 distributions, as was also found for the pulp and paper (16) and brewery I aggregates (6). These distributions are typical for porous media and have been reported for inert materials, i.e., rocks, concrete, and agarose gels, as well as for biological tissues, i.e., mushrooms and plant leaves (25). As in these other microporous systems, 1H relaxation of water in methanogenic granular sludge is multiexponential (data not shown) and much faster than that of bulk water (Tables 2 to 4). Both physical (pore size distribution) (Fig. 1C) and chemical (distribution of metal precipitates) (data not shown) factors contribute to the T2 decay (11).
The self-diffusion image (Fig. 2) confirms that methanogenic granular sludge contains a self-diffusion coefficient distribution, as reported previously for different types of aggregates (6, 16). The distribution of the diffusion coefficient can be of biological, instrumental, or statistical origin. Evidence for the biological nature of the scatter in self-diffusion coefficients in microporous membranes has been demonstrated by Monte Carlo simulations (24). Experimental evidence has been given for diffusion coefficient distributions of flat aerobic biofilms, using microslicing techniques (39), miniaturized limiting current techniques (38), and microinjection of fluorescent dyes in combination with confocal microscopy (4). All these studies showed that the diffusion coefficient distribution could be related to gradients in biofilm density and porosity. This study shows that this is also the case for methanogenic granular sludge, as the self-diffusion coefficient distribution corresponds to the T2 distribution (Fig. 2), which is directly related to the porosity or density of the granular sludge matrix (10).
Effect of operational parameters on diffusion coefficients of granular sludges.
In contrast to nuclear magnetic imaging, the NMR spectroscopic results (Tables 2 to 4) give no information on the spatial distribution of the self-diffusion values. Beuling et al. (2) showed that a monoexponential analysis of the 1H NMR diffusion data set, also applied in this work, gives an accurate estimate of the apparent diffusion coefficient of organic substrates in aggregates. The ratios of the self-diffusion coefficient in the aggregate to that of free water (D/Daq) (56 to 78%) (Tables 2 and 3) are in the same range as those reported for aerobic biofilms (20, 22, 26) and for other methanogenic aggregates (1, 13).
High substrate concentrations, such as those prevailing at the bottom of UASB reactors, induce the formation of looser aerobic biofilms (22) and methanogenic aggregates (Table 4), with a faster diffusional transport. Similarly, growth of aggregates at elevated (55°C) temperatures also leads to the development of looser aggregates, with fast diffusional transport (Table 2). Figure 1 shows that these aggregates also contain cavities, which can develop because of the high decay rates under thermophilic conditions or during starvation periods (1). In contrast, growth of aggregates at low temperatures (10°C) results in the formation of dense and compact aggregates with a slow diffusional transport (Table 4), as has also been reported for immobilized nitrifying microorganisms (37).
Exposure of biofilms to glutaraldehyde or heat to eliminate microbial activity is widely applied in diffusion coefficient measurement protocols (20). Table 3 shows that these procedures strongly affect the diffusional transport in the aggregate matrix. The strongly protein-oxidizing action of glutaraldehyde considerably reduces the H2O self-diffusion in the methanogenic aggregates. In contrast, exposure to heat makes the matrix more permeable, as evidenced by the increase in self-diffusion coefficient (Table 2). This confirms the work of Tatevossian (30) and Lens et al. (13), who also found that glutaraldehyde and heat treatment significantly affects the transport properties of cell aggregates. In agreement with results reported by Matson and Characklis (21), deactivation of microbial metabolism by HgCl2 did not alter the self-diffusion coefficient compared to that in untreated aggregates. Thus, HgCl2 deactivation of aggregates can be recommended for measurement techniques of the diffusion coefficient that rely on biomass deactivation.
Applicability of NMR to anaerobic aggregates.
In addition to diffusive substrate transport, convective transport has been proposed to contribute to mass transport in methanogenic granular sludge (7). Convective transport in aggregates has been correlated with the presence of higher upflow velocities (6 to 10 m h-1) of the reactor liquid in expanded granular sludge bed (EGSB) reactors (9) or with pressure oscillations (about 1 atm) on aggregates looping in water columns as high as 20 m in internal circulation reactors (34). Applying pressure oscillations of 1 atm of overpressure to acetate-fed granular sludge during the DARTS PFG NMR diffusion measurements did not allow unequivocal demonstration the presence of convective transport (data not shown). Detection and quantification of this type of mass transport by NMR warrant further research with q-space NMR procedures (29).
The diffusion data presented in this study relate to 1H of water, which was used as the tracer molecule. NMR procedures are, however, not restricted to 1H of water. The self-diffusion coefficients of the 1H of specific organic molecules, e.g., glucose or volatile fatty acids, can be determined by chemical shift imaging (27) or double quantum editing techniques (5). These techniques depress the signal of the extremely abundant water molecules (about 55 M) in order to visualize protons of organic compounds usually present in the micromolar or millimolar range. Alternatively, other nuclei can be used as tracers, as for example the use of 19F NMR to probe directly the self-diffusion coefficient of fluorinated organic molecules (e.g., 19F-glucose).
This research was supported by a TMR Marie Curie fellowship (ERBFMBICT950250) and the Human Capital and Mobility EU Large Scale Facility, Wageningen NMR Centre (ERBCHGECT940061).
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