| Literature DB >> 32428009 |
Jinsoo Kim1, Sangrim Kang2, Hyun-Sook Kim2, Sungchul Kim3, Sang-Seob Lee1,2.
Abstract
Effective biological treatment of marine wasteclass="Chemical">water is not well-known. Accumulation ofEntities:
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.