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Applied and Environmental Microbiology, February 2005, p. 1105-1108, Vol. 71, No. 2
0099-2240/05/$08.00+0 doi:10.1128/AEM.71.2.1105-1108.2005
Copyright © 2005, American Society for Microbiology. All Rights Reserved.
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H.-W. Kuo,2,3
Kevin G. Robinson,3
Victoria M. Garrett,2
Arthur Meyers,2,4 and
Gary S. Sayler1,2*
Department of Microbiology,1 Department of Civil and Environmental Engineering,3 Center of Environmental Biotechnology, The University of Tennessee, Knoxville,2 Eastman Chemical Company, Kingsport, Tennessee4
Received 11 June 2004/ Accepted 20 September 2004
ABSTRACT
Ammonia-oxidizing bacterial populations in an industrial wastewater treatment plant were investigated with amoA and 16S rRNA gene real-time PCR assays. Nitrosomonas nitrosa initially dominated, but over time RI-27-type ammonia oxidizers, also within the Nitrosomonas communis lineage, increased from below detection to codominance. This shift occurred even though nitrification remained constant.
Aerobic activated sludge systems are primarily designed to remove organic wastes (1). Conversion of ammonia to nitrate (nitrification) is a secondary function often exploited in municipal wastewater treatment plants (WWTPs) to reduce the ammonia toxicity of the effluent. In contrast to municipal WWTPs, nitrogen (primarily ammonia) is added to the influent in some industrial WWTPs to balance the high organic carbon waste stream and provide nitrogen for heterotrophic growth. Therefore, conversion of ammonia to nitrite and then nitrate (nitrification) is undesirable because it reduces the amount of ammonia available for heterotrophic growth (assimilatory removal).
Ammonia-oxidizing bacteria (AOB) are primarily responsible for the first step in nitrification and convert ammonia to nitrite. AOB found in WWTPs generally are nitrosomonads, which can be subdivided into lineages based on cultured representatives (12, 13). Some WWTPs may contain single AOB populations, whereas others contain multiple AOB populations (12). In a previous study, only one AOB population (Nitrosomonas nitrosa like) was detected by molecular methods in June of 2000 in the industrial WWTP investigated in this study (2). The goals of the present study were to monitor this AOB population in the WWTP by real-time PCR with TaqMan probes and demonstrate its persistence over time under normal plant operating conditions. The amoA gene was chosen as the target gene, as future conversion of the DNA-based assays to RNA-based assays using reverse transcriptase real-time PCR may lead to treatment performance indicators. Furthermore, within the nitrosomonad lineages, the amoA gene shows considerably more nucleotide variability between the cultured representatives than does the 16S rRNA gene. For example, the maximum 16S rRNA gene nucleotide difference within the N. communis lineage is around 5%, whereas the maximum amoA gene nucleotide difference between the same isolates is around 19% (12). Because of the higher nucleotide variability within the amoA gene, nucleotide assays targeting the amoA gene may allow more resolution between AOB populations in WWTPs than 16S rRNA-based assays. However, amoA-based assays may also miss more AOB populations than the 16S rRNA-based assays. Therefore, in this study measures of AOB presence other than just amoA-based assays, such as DNA sequencing and an AOB 16S rRNA gene real-time PCR assay, were used.
Mixed liquor samples were collected over a 13-month period (August 2000 to September 2001) from an industrial WWTP treating approximately 27 million gallons of wastewater daily, containing primarily organic acids, ethylene glycol, acetone, and alcohols (2). Both phosphorus in the form of phosphoric acid and nitrogen in the form of ammonia were added to the influent to maintain a nominal C/N ratio of 10:1 and a C/P ratio of 100:1, respectively. During the course of this investigation, the ammonia concentrations in the influent and effluent were 30 ± 12 and 1.1 ± 1.7 ppm, respectively (Fig. 1), resulting in a fairly constant ammonia removal efficiency of 96%.
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FIG. 1. Influent and effluent ammonia concentrations in the industrial WWTP over13 months.
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TABLE 1. Primers, probes, and protocols for real-time PCR assays for AOB developed in this study
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Real-time PCR assays were performed with 1x QIAGEN QuantiTect probe supermix (QIAGEN, Valencia, Calif.), 1 to 10 ng of biosludge total DNA, primers, and probes as summarized in Table 1. PCR amplification and detection of the fluorescent signal were performed with the DNA Engine Opticon continuous fluorescence detection system (MJ Research, Waltham, Mass.) under the thermocycler conditions listed in Table 1. Standard curves for each assay were constructed on the basis of serial 10-fold dilutions of plasmids containing cloned gene fragments of each target molecule and ranging from 5 x 107 to 50 copies per PCR. All PCR runs, standards, negative controls (no DNA), and biosludge samples were prepared in triplicate. For each gene assay, each sample was tested in at least two separate PCR runs.
The total bacterial population in mixed liquor samples was estimated with a real-time PCR assay previously designed to detect the 16S rRNA gene from most bacteria (5) and remained constant with a mean of 4.8 (± 2.0) x 1012 copies per liter (Fig. 2A). These values are consistent with the stable mixed liquor volatile suspended solid values measured at the WWTP (data not shown). Nitrospira 16S rRNA genes were also detected in mixed liquor samples with a previously designed real-time PCR assay (5) with a mean of 1.9 (± 1.1) x 1010 copies per liter (Fig. 2A).
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FIG. 2. Population dynamics in the activated sludge in an industrial WWTP as determined by real-time PCR assays. (A) Numbers of copies of total bacterial, nitrite-oxidizing bacterium Nitrospira, and ß subdivision AOB 16S rRNA genes per liter of mixed liquor. The detection limits were determined on the basis of the lowest standard in gene copies routinely detected per PCR, which was 500 copies for the bacterial and AOB 16S rRNA gene assays and 50 copies for the Nitrospira 16S rRNA gene assay. After adjustment of the lowest number of standard copies detected for the amount of DNA recovered per milliliter of sample extracted, the DNA dilution, and the amount of DNA added per samp1e, the minimum number of gene copies per liter of mixed liquor would be 2 x 108, 2 x 107, and 2 x 108 for the total bacterial, Nitrospira, and AOB 16S rRNA gene assays, respectively. (B) Number of copies of amoA genes, N. nitrosa, and the RI-27 type AOB per liter of mixed liquor. The lowest number of standards routinely detected in both of the amoA gene assays was 50 copies per PCR or the equivalent of 2 x 107 gene copies per liter. Asterisks indicate that the number of RI-27-type amoA copies per liter was belowthe detection limit in two samples. (C) Number of cells of AOB per liter of mixed liquor determined from AOB 16S rRNA genes (panel A) assuming one copy per cell and number of amoA gene copies (panel B) assuming two copies per cell.
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Separate real-time PCR assays were designed specifically for the N. nitrosa and RI-27-type amoA genes on the basis of DNA sequence alignments (Table 1). The primers and probes for both the N. nitrosa and RI-27 amoA assays were designed in the exact same locations in the amoA gene, but each primer and probe differed from the respective primer or probe in the other assay by 5 to 7 bp. The N. nitrosa amoA assay produced no fluorescent signals when tested with the RI-27 standards ranging from 5 x 107 to 50 copies, and the RI-27 amoA assay produced no fluorescent signals when tested with the N. nitrosa amoA standards ranging from 5 x 107 to 50 copies. This suggests that there was no cross-reactivity between the two amoA real-time PCR assays. A population change in the full-scale plant was initially identified by the approximately 100-fold decline observed in the number of N. nitrosa-type amoA copies per liter between January 2001 and July 2001 (3.8 x 1010 to 3.9 x 108) (Fig. 2B) and the considerably smaller 4-fold decline observed in the number of AOB 16S copies per liter (6.2 x 1010 versus 1.5 x 1010) during the same time period (Fig. 2A). The N. nitrosa-type organism was dominant during the first 6 months of the study, but its concentration slowly declined over this time period. Application of the RI-27 amoA-type gene assay to the same samples indicated that RI-27-type amoA increased from <2 x 107 copies per liter to become the dominant AOB in 4 months. In order to compare the number of AOB cells per liter in the WWTP determined by the amoA gene assays with the number of AOB cells determined by the AOB 16S rRNA assay, the results of the amoA gene assays for each sample were added and divided by 2, on the basis of the assumption of two amoA genes per cell and one 16S rRNA operon per AOB cell (5) (Fig. 2C). The number of AOB cells determined from the amoA genes and the number of AOB 16S rRNA genes were similar for all months of the 13-month period.
In summary, the combination of real-time PCR assays for the AOB16S rRNA gene and the amoA gene allowed the detection of a change in competitive dominance between a cultured representative (N. nitrosa) and an uncultured representative (RI-27 type) of AOB in the N. communis lineage, although traditional measurements of plant performance from a nitrification standpoint (e.g., ammonia removal efficiency) remained constant. The trends seen in this WWTP with regard to the AOB populations support, on a larger scale, the concept proposed by Fernández et al. (3) that a dynamic community can maintain a stable ecosystem function. Additional research into the different ecophysiologies of nitrifying bacteria (8) may provide insight into the nonmeasured factors that may cause large-scale competitive dominance shifts in WWTPs without exerting any macroscopic effects on the biotreatment process.
Nucleotide sequence accession numbers.
All of the amoA gene sequences from the December 2001 library containing both RI-27-type amoA sequences and N. nitrosa-type amoA genes were deposited in the GenBank database and assigned NCBI accession numbers AY647454 to AY647455 and AY741507 to AY41513.
ACKNOWLEDGMENTS
This work was funded by the Water Environment Research Foundation (project 98-CTS-2) and the Waste Management and Research and Education Institute of the University of Tennessee (Knoxville). H.M.D. is a recipient of a postdoctoral fellowship from CONICET (National Research Council, Argentina).
FOOTNOTES
Present address: CENPAT-CONICET, Puerto Madryn, Chubut, Argentina. ![]()
REFERENCES
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