| Literature DB >> 29853796 |
Xiaona Ma1,2,3, Xingqiang Song4, Xian Li1,2, Songzhe Fu5, Meng Li6, Ying Liu5.
Abstract
Microorganisms play an essential role in the performance of constructed wetlands (CWs) for wastewater treatment. However, there has been limited discussion on the characteristics of microbial communities in CWs for treatment of effluents from marine recirculating aquaculture systems (RAS). This study is aimed at characterizing the microbial communities of pilot-scale CWs with Salicornia bigelovii for treatment of saline wastewater from a land-based Atlantic salmon RAS plant located in Northern China. Illumina high-throughput sequencing was employed to identify the profile of microbial communities of three CWs receiving wastewater under different total ammonia nitrogen (TAN) concentrations. Results of this study showed remarkable spatial variations in diversity and composition of microbial communities between roots and substrates in three CWs, with distinct response to different TAN concentrations. In particular, Proteobacteria, Firmicutes, Cyanobacteria, and Bacteroidetes were predominant in roots, while Cyanobacteria, Proteobacteria, Firmicutes, Verrucomicrobia, and Bacteroidetes were prevalent in substrates. Moreover, redundancy analysis indicated that specific functional genera, such as Nitrosopumilus, Vibrio, Pseudoalteromonas, Nitrospina, and Planctomyces, played key roles in the removal of nitrogen/phosphorus pollutants and growth of wetland plants. From a microorganism perspective, the findings of this study could contribute to better understanding of contaminants' removal mechanism and improved management of CWs for treatment of effluents from land-based marine aquaculture.Entities:
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Year: 2018 PMID: 29853796 PMCID: PMC5949191 DOI: 10.1155/2018/7819840
Source DB: PubMed Journal: Archaea Impact factor: 3.273
Figure 1The pilot CW system (a) and a single CW unit (b). (Figure (b) was adapted from Li et al. (unpublished data) [70]).
Characteristics of the influent and effluent of CWs treating mariculture wastewater under different TAN concentrations.
| Parameters | TAN (mg/L) | NO2 −-N (mg/L) | NO3 −-N (mg/L) | PO4 3−-P (mg/L) | pH | T (°C) |
|---|---|---|---|---|---|---|
| Final effluent | ||||||
| L | 0.020 ± 0.001a | 0.008 ± 0.002a | 1.348 ± 0.331a | 0.420 ± 0.005a | 7.88 | 19.9 |
| M | 0.773 ± 0.178b | 0.006 ± 0.003a | 1.145 ± 0.074a | 0.398 ± 0.008a | 7.72 | 19.9 |
| H | 3.510 ± 0.479c | 0.013 ± 0.002b | 0.675 ± 0.035b | 0.356 ± 0.026b | 7.62 | 19.8 |
| Final variation | ||||||
| L | −0.028 ± 0.001a | −0.187 ± 0.002a | −1.462 ± 0.331a | −0.008 ± 0.005 | +0.04 | +0.3 |
| M | −0.323 ± 0.178b | −0.008 ± 0.003b | −1.210 ± 0.074a | −0.033 ± 0.008 | +0.03 | +0.5 |
| H | −1.247 ± 0.479c | −0.005 ± 0.002b | −0.285 ± 0.035b | −0.026 ± 0.026 | +0.10 | +0.4 |
| Removal rate (%) | ||||||
| L | 58.51 ± 2.13a | 96.07 ± 1.04a | 52.03 ± 11.77a | 1.87 ± 0.012 | ||
| M | 29.46 ± 16.21b | 59.26 ± 19.25b | 51.38 ± 3.13a | 8.20 ± 0.019 | ||
| H | 26.21 ± 10.07b | 27.93 ± 10.92c | 29.69 ± 3.65b | 6.88 ± 0.068 |
Final variation = effluent concentration − influent concentration; removal rate = ((effluent concentration − influent concentration)/influent concentration) × 100%. L: low influent TAN concentration group (0.75 mg/L); M: middle influent TAN concentration group (2.31 mg/L); H: high influent TAN concentration group (7.23 mg/L). Differences in the final effluent and removal rate among the groups were tested using one-way ANOVA. Different characters indicate significant differences (p < 0.05) (means ± SD, n = 3).
Diversity estimation of the 16S rRNA gene libraries for the R- and S-samples.
| Sample | OTU number | Chao 1 index | Shannon index | Simpson index | ||||
|---|---|---|---|---|---|---|---|---|
| R | S | R | S | R | S | R | S | |
| L | 2007 ± 275 | 1492 ± 274 | 8704 ± 582 | 6947 ± 1464 | 7.41 ± 0.78 | 5.51 ± 1.20 | 0.96 ± 0.02 | 0.86 ± 0.08 |
| M | 1986 ± 268 | 1618 ± 246 | 9759 ± 1750∗ | 6557 ± 685∗∗ | 7.34 ± 0.85 | 5.70 ± 0.90 | 0.96 ± 0.03 | 0.86 ± 0.07 |
| H | 2089 ± 202 | 1698 ± 251 | 8338 ± 407 | 7234 ± 859 | 7.85 ± 0.71 | 6.50 ± 1.03 | 0.97 ± 0.02 | 0.91 ± 0.04 |
R: root samples; S: substrate samples; L: low influent TAN concentration group (0.75 mg/L); M: middle influent TAN concentration group (2.31 mg/L); H: high influent TAN concentration group (7.23 mg/L). Differences among the L, M, and H groups were tested using one-way ANOVA. Different characters indicate significant differences (p < 0.05). Differences between the R- and S-samples of each group were determined using Student's t-test. “∗” and “∗∗” indicate significant differences (p < 0.05) (means ± SD, n = 3).
Figure 2Unweighted (a) and weighted (b) principal coordinate analysis (PCoA) of the R- and S-samples from the three CW groups treating mariculture wastewater with different TAN concentrations.
Figure 3Relative abundance of microorganisms at the phylum level. “Others” refers to the sum of rare taxa each < 0.5% of the total.
Figure 4Relative abundance of Proteobacteria at the class level. Other Proteobacteria with relative abundance of <0.01% in each sample are included as “Others”.
Figure 5Key processes of recirculating CWs involved in the removal of various pollutants, especially marine nitrogen.
Relative abundances of some functional genera in the R- and S-samples from CWs treating mariculture wastewater with different TAN concentrations.
| Microorganism | Function | Sample | L | M | H | |||
|---|---|---|---|---|---|---|---|---|
| Mean | SD | Mean | SD | Mean | SD | |||
|
| Biofilm formation | R | 0.0258 | 0.0390 | 0.0022 | 0.0007 | 0.0033∗ | 0.0019 |
| S | 0.0007ab | 0.0006 | 0.0020a | 0.0010 | 0.0002∗∗ b | 0.0002 | ||
|
| Denitrification, nitrification | R | 0.0765 | 0.0519 | 0.1593 | 0.1105 | 0.0204 | 0.0225 |
| S | 0.0003 | 0.0002 | 0.0001 | 0.0002 | 0.0001 | 0.0001 | ||
|
| Plant growth promotion, denitrification, nitrification | R | 0.0199 | 0.0074 | 0.0202 | 0.0116 | 0.0070 | 0.005 |
| S | 0.0167 | 0.0131 | 0.0133 | 0.0028 | 0.0186 | 0.0261 | ||
|
| Denitrification, plant growth promotion | R | 0.0115∗ a | 0.0055 | 0.0090∗ ab | 0.0031 | 0.0034b | 0.0019 |
| S | 0.0019∗∗ | 0.0017 | 0.0018∗∗ | 0.0009 | 0.0024 | 0.0032 | ||
|
| Plant growth promotion, nitrification | R | 0.0167 | 0.0091 | 0.0216 | 0.0148 | 0.0080 | 0.0053 |
| S | 0.0115 | 0.0184 | 0.0019 | 0.0013 | 0.0096 | 0.0007 | ||
|
| Denitrification | R | 0.0150∗ | 0.0104 | 0.0069∗ | 0.0050 | 0.0034∗ | 0.0050 |
| S | 0∗∗ | 0 | 0∗∗ | 0 | 0∗∗ | 0 | ||
|
| Denitrification | R | 0.0123∗ a | 0.0034 | 0.0075ab | 0.0048 | 0.0022b | 0.0022 |
| S | 0.0017∗∗ | 0.001 | 0.0032 | 0.0020 | 0.0016 | 0.0011 | ||
|
| Denitrification, nitrite oxidation | R | 0.0019 | 0.0011 | 0.0016 | 0.0013 | 0.0007∗ | 0.0002 |
| S | 0.0002 | 0.0002 | 0.0003 | 0.0003 | 0∗∗ | 0 | ||
|
| Nitrite oxidation | R | 0.0005 | 0.0002 | 0.0012 | 0.0005 | 0.0011 | 0.0008 |
| S | 0.0009 | 0.0004 | 0.0016 | 0.0015 | 0.0002 | 0.0001 | ||
| Genus of Nitrosomonadaceae | Ammonia oxidation | R | 0.0001a | 0.0001 | 0.0011b | 0.0004 | 0.0016b | 0.0006 |
| S | 0.0051 | 0.0069 | 0.0022 | 0.0013 | 0.0024 | 0.0016 | ||
|
| Ammonia oxidation | R | 0.0145a | 0.0020 | 0.0135a | 0.0220 | 0.0003b | 0.0003 |
| S | 0.0063 | 0.0069 | 0.0020 | 0.0029 | 0 | 0 | ||
|
| Anammox, P solubilization | R | 0.0045 | 0.0026 | 0.0058 | 0.0025 | 0.0071 | 0.0042 |
| S | 0.0060 | 0.0042 | 0.0081 | 0.0018 | 0.0064 | 0.0053 | ||
SD: standard deviation; R: root samples; S: substrate samples; L: low influent TAN concentration group (0.75 mg/L); M: middle influent TAN concentration group (2.31 mg/L); H: high influent TAN concentration group (7.23 mg/L). Differences among the L, M, and H groups were tested using one-way ANOVA. Different characters indicate significant differences (p < 0.05). Differences between the R- and S-samples of each group were determined using Student's t-test. “∗” and “∗∗” indicate significant differences (p < 0.05).
Figure 6Redundancy analysis (RDA) biplot showing the relationship among functional genera in the sequencing data, nutrients' variation and removal rates, and plant growth. The first axis is horizontal, and the second axis is vertical. RTAN, RNO2 −-N, RNO3 −-N, and RPO4 3−-P represent the removal rates of TAN, NO2 −-N, NO3 −-N, and PO4 3−-P, respectively. VTAN, VNO2 −-N, VNO3 −-N, and VPO4 3−-P denote the variation in TAN, NO2 −-N, NO3 −-N, and PO4 3−-P after CW treatment, respectively.