| Literature DB >> 32428009 |
Jinsoo Kim1, Sangrim Kang2, Hyun-Sook Kim2, Sungchul Kim3, Sang-Seob Lee1,2.
Abstract
Effective biological treatment of marine wastewater is not well-known. Accumulation of nitrogen and phosphorus from land-based effluent is a crucial cause of red-tide in marine systems. The purpose of the study is to reduce nitrogen and phosphorus in marine wastewater with a pilot plant-scale sequencing batch reactor (SBR) system by using marine sediment as eco-friendly and effective biological materials, and elucidate which bacterial strains in sludge from marine sediment influence the performance of SBR. By applying eco-friendly high efficiency marine sludge (eco-HEMS), the treatment performance was 15 m3 d-1 of treatment amount in 4.5 m3 of the reactor with the average removal efficiency of 89.3% for total nitrogen and 94.9% for total phosphorus at the optimal operation condition in summer. Moreover, the average removal efficiency was 84.0% for total nitrogen and 88.3% for total phosphorus in winter although biological treatment efficiency in winter is generally lower due to bacterial lower activity. These results were revealed by the DNA barcoding analysis of 16s rRNA amplicon sequencing of samples from the sludge in winter. The comparative analysis of the bacterial community composition in sludge at the high efficiency of the system showed the predominant genera Psychromonas (significantly increased to 45.6% relative abundance), Vibrio (13.3%), Gaetbulibacter (5.7%), and Psychroserpens (4.3%) in the 4 week adaptation after adding marine sediment, suggesting that those predominant bacteria influenced the treatment performance in winter.Entities:
Year: 2020 PMID: 32428009 PMCID: PMC7236998 DOI: 10.1371/journal.pone.0233042
Source DB: PubMed Journal: PLoS One ISSN: 1932-6203 Impact factor: 3.240
Fig 1Schematic diagram of the SBR biological treatment system for effluent from the land-based fish farm.
Optimal operation conditions of pilot plant-scale SBR biological treatment for marine wastewater with eco-HEMS during operation period (2 months, n = 360 cycles).
| Operation conditions | eco-HEMS | AGS |
|---|---|---|
| Q (m3 d-1) | 15.0 | 10.0 |
| VT (m3) | 4.5 | 4.5 |
| VF (m3) | 2.5 | 2.5 |
| TC (h • cycle-1) | 4.0 | 6.0 |
| Cycles • d-1 | 6.0 | 4.0 |
| HRT(h) | 7.2 | 10.8 |
| SRT (d)a | 24.5 | 25.0 |
| F/M (g COD • g MLSS-1 d-1) | 0.278 | 0.185 |
| MLSS (mg L-1) | 1,500 | 1,500 |
| MLVSS (mg L-1) | 1,200 | 1,200 |
* a, SRT maintained 24.5 d in the winter, but 20.0 d in the summer (AGS also maintained 20.0 d in the summer).
Environmental factors of marine wastewater from land-based farming on each season during operation periods.
Spring, from March to May; Summer, June to 21 September; Autumn, from 22 September to November; Winter, from December to February.
| Season Environmental factor | Spring | Summer | Autumn | Winter | |
|---|---|---|---|---|---|
| pH | AVE | 7.8 | 7.7 | 8.0 | 7.7 |
| min-MAX | 7.3–8.3 | 6.5–8.2 | 7.5–8.7 | 7.4–8.3 | |
| Temperature (°C) | AVE | 14.2 | 22.7 | 14.5 | 9.02 |
| min-MAX | 8.0–21.0 | 19.7–27.0 | 10.0–22.3 | 2.0–13.0 | |
| Salinity (PSU) | AVE | 33.6 | 31.4 | 31.2 | 33.9 |
| min-MAX | 32.4–34.5 | 30.2–32.6 | 30.3–32.6 | 32.6–34.9 | |
Fig 2Analytical profiles of eco-HEMS in the winter season, with COD:N:P of 100:5:1 as the optimal condition.
Environmental factors (a), CODCr and MLSS (b), T-N, NH3-N, and NO3-N(c), and T-P and PO4 3--P(d).
Comparative results of CODCr, T-N, NH3-N, NO3- -N, T-P, PO4 3- -P Removal Efficiency (RE) between AGS and eco-HEMS in summer and winter season, when COD:N:P was 100:5:1 in the optimal condition.
| Season | Summer | Winter | |||||||
|---|---|---|---|---|---|---|---|---|---|
| Applying Sludge | eco-HEMS | AGS | eco-HEMS | AGS | |||||
| Reaction Time (h) in a cycle | 0 | 4 | 0 | 6 | 0 | 4 | 0 | 6 | |
| CODCr (mg L-1) | AVE | 110.9 | 40.1 | 122.5 | 46.0 | 103.5 | 51.2 | 111.8 | 76.3 |
| STD | 10.4 | 1.7 | 9.1 | 9.6 | 2.0 | 5.9 | 9.5 | 10.2 | |
| RE (%) | 63.9 | 62.5 | 50.6 | 31.8 | |||||
| T-N (mg L-1) | AVE | 7.5 | 0.8 | 5.7 | 1.4 | 7.1 | 1.1 | 6.4 | 3.2 |
| STD | 0.8 | 0.2 | 0.5 | 0.8 | 0.5 | 0.5 | 0.8 | 0.8 | |
| RE (%) | 89.3 | 75.5 | 84.0 | 49.6 | |||||
| NH3-N (mg L-1) | AVE. | 6.0 | 0.1 | 5.2 | 0.0 | 5.2 | 0.2 | 5.0 | 1.2 |
| STD | 0.9 | 0.1 | 0.6 | 0.0 | 0.3 | 0.3 | 0.3 | 0.9 | |
| RE (%) | 99.0 | 100.0 | 95.8 | 76.8 | |||||
| NO3- -N (mg L-1) | AVE. | 1.5 | 0.7 | 0.0 | 1.4 | 1.9 | 0.9 | 1.4 | 2.1 |
| STD | 0.5 | 0.2 | 0.0 | 0.9 | 0.4 | 0.6 | 0.6 | 0.1 | |
| RE (%) | 50.6 | - | 51.5 | -46.8 | |||||
| T-P (mg L-1) | AVE. | 1.7 | 0.1 | 1.7 | 1.1 | 1.1 | 0.1 | 1.4 | 0.7 |
| STD | 0.3 | 0.1 | 0.2 | 0.1 | 0.1 | 0.1 | 0.2 | 0.2 | |
| RE (%) | 94.9 | 35.5 | 88.3 | 49.0 | |||||
| PO4 3- -P (mg L-1) | AVE. | 1.2 | 0.1 | 1.3 | 0.9 | 0.8 | 0.1 | 1.0 | 0.6 |
| STD | 0.2 | 0.1 | 0.2 | 0.1 | 0.1 | 0.1 | 0.1 | 0.2 | |
| RE (%) | 94.4 | 31.6 | 86.8 | 45.2 | |||||
| MLSS (mg L-1) | AVE | 1535.0 | 1800.0 | 1520.0 | 1710.0 | 1460.0 | 1620.0 | 1543.3 | 1631.7 |
| STD | 115.0 | 50.0 | 49.7 | 29.4 | 40.0 | 20.0 | 33.0 | 35.7 | |
| dX* | 265.0 | 190.0 | 160.0 | 88.3 | |||||
(Summer: approximately 4 months data (n = 120), winter: approximately 3 months data; n = 90). AVE stands for average, STD stands for standard deviation, and dX* indicates the change of MLSS from the initial to the final reaction time.
Kinetic parameters’ average values obtained from the profile data between AGS and eco-HEMS application at each condition.
| Season | Sludge | COD:N:P | F/M (g CODCr • g MLSS-1•d-1) | Y (g MLVSS • g CODCr-1 •d-1) | SV30 (mL•L-1) | SVI (mL•g1) | SSR (g CODCr removal • g MLVSS-1• d-1) | SNR (g NH3-N removal • g MLVSS-1• d-1) | SdNR (g NO3–-N removal • g MLVSS-1• d-1) | SPR (g PO43–-P removal • g MLVSS-1• d-1) | |
|---|---|---|---|---|---|---|---|---|---|---|---|
| Winter | eco-HEMS | 100:5:1 | 0.236 | 0.917 | 0.624 | 80 | 54.8 | 1.091 | 0.1044 | 0.0203 | 0.0136 |
| 200:5:1 | 0.406 | 0.534 | 0.802 | 90 | 57.0 | 1.874 | 0.0662 | -0.0109 | 0.0234 | ||
| 300:5:1 | 0.697 | 0.395 | 1.080 | 90 | 58.4 | 2.531 | 0.0831 | -0.0033 | 0.0172 | ||
| AGS | 100:5:1 | 0.241 | 0.745 | 0.223 | 200 | 129.6 | 0.894 | 0.0968 | -0.0167 | 0.0117 | |
| Summer | eco-HEMS | 100:5:1 | 0.241 | 1.123 | 0.956 | 80 | 52.1 | 0.890 | 0.0742 | 0.0095 | 0.0143 |
| AGS | 100:5:1 | 0.269 | 0.745 | 0.471 | 150 | 98.7 | 0.895 | 0.0608 | -0.0164 | 0.0047 |
(n = 4 cycles)
Comparative results of diversity and abundance values (OTUs, Chao1, Shannon, Simpson) from bacteria community analysis.
| Sludge | Season | Week | OTUs | Chao1 | Shannon | Simpson | Goods Coverage |
|---|---|---|---|---|---|---|---|
| Eco-HEMS | Winter | 0 | 286 | 286 | 7.57 | 0.99 | 1.00 |
| 1 | 133 | 141 | 5.07 | 0.92 | 1.00 | ||
| 2 | 126 | 126 | 4.33 | 0.89 | 1.00 | ||
| 3 | 168 | 174 | 4.65 | 0.92 | 1.00 | ||
| 4 | 183 | 187 | 3.69 | 0.77 | 1.00 | ||
| 5 | 211 | 211 | 3.04 | 0.63 | 1.00 | ||
| Summer | 190 | 211 | 5.42 | 0.94 | 1.00 |
Fig 3Analysis of bacterial community at the phylum level during the adaptation of marine sediment to eco-HEMS sludge.
Fig 4Top 20 genera concerning abundance rate during the adaptation of marine sediment to marine sludge.
(a) week 0, (b) week 1, (c) week 2, (d) week 3, (e) week 4, and (f) week 5.