| Literature DB >> 33244058 |
Naresh Yadav Donkadokula1,2, Iffat Naz2,3, Anand Kishore Kola4, Devendra Saroj5.
Abstract
The present research is foEntities:
Year: 2020 PMID: 33244058 PMCID: PMC7692555 DOI: 10.1038/s41598-020-77670-2
Source DB: PubMed Journal: Sci Rep ISSN: 2045-2322 Impact factor: 4.379
Figure 1Schematic illustration of the experimental setup for simulated Methylene Blue (MB) dye wastewater treatment.
Configuration of the aerobic glass bead (GBs) fixed biofilm reactor (FBR) for simulated Methylene Blue (MB) wastewater.
| Reactor parameters | Pilot-scale |
|---|---|
| Reactor volume | 1000 mL |
| Void volume | 310 mL |
| Hydraulic retention time (HRT) | 55.03 days |
| GB surface area | 5.92 cm2 |
| COD loading rate | 2000 mg/L |
Composition of stock solution of simulated Methylene Blue (MB) wastewater.
| S. No | Composition | Quantity (g/L) |
|---|---|---|
| 1 | Sodium hypochlorite | 0.0224 |
| 2 | Sodium chloride | 0.007 |
| 3 | Ammonium nitrate | 0.1761 |
| 4 | Magnesium chloride hexahydrate | 0.0034 |
| 5 | Calcium chloride dihydrate | 0.004 |
| 6 | Dibasic potassium phosphate trihydrate | 0.0367 |
| 7 | Sodium benzoate | 0.1071 |
| 8 | Sodium acetate | 0.2049 |
| 9 | Ferric sulfate heptahydrate | 0.0084 |
| 10 | Yeast extract | 0.0084 |
| 11 | Soy oil | 0.224 |
| 12 | Urea | 0.420 |
| 13 | Peptone | 0.112 |
| 14 | Methylene blue (dye) | 5 |
Figure 2X-ray photoelectron spectroscopic (XPS) survey of glass bead (GB) surface before its employment in the fixed biofilm reactor (FBR) as filter medium.
Physico-chemical characterization of the influent and effluent during 9 weeks of experiments in an aerobic glass beads (GBs) fixed biofilm reactor (FBR).
| Physico chemical parameters | Sludge sample concentration | Influent characteristics | Effluent characteristics | Performance efficiency (% reduction) | ||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1st week | 2nd week | 3rd week | 4th week | 5th week | 6th week | 7th week | 8th week | 9th week | ||||
| COD (mg/L) | 950 | 2000 | 792.0 | 644.5 | 533.5 | 451.7 | 390.4 | 347.0 | 311.16 | 289.5 | 270.4 | 86.48 |
| BOD (mg/L) | 62.2 | 1095.5 | 371.48 | 256.7 | 166.38 | 101.5 | 71.4 | 48.37 | 35.4 | 27.1 | 25.05 | 97.7 |
| pH | 6.2 | 8.5 | 8.18 | 8.19 | 8.28 | 8.28 | 8.30 | 8.31 | 8.31 | 8.32 | 8.31 | |
| Ammonia (mg/L) | 20.1 | 1300 | 4.65 | 74.25 | 51.65 | 41.65 | 35.30 | 28.10 | 24.75 | 19.50 | 16.5 | 98.7 |
| Color (Pt/Co) | 3.1 | 566,666.66 | 443.08 | 259,237.46 | 101,754.75 | 56,105.80 | 27,690.25 | 15,512.25 | 13,410.0 | 10,387.00 | 9504.5 | 98.3 |
Figure 3Changes in the levels of biochemical oxygen demand (BOD), chemical oxygen demand (COD), ammonia (NH3), pH and color intensity of the simulated Methylene Blue (MB) wastewater during nine weeks of treatment by GBs fixed bioreactor (FBR) under aerobic conditions.
Figure 4Fourier-transform infrared spectroscopic (FTIR) analysis of Methylene Blue (MB) simulated wastewater before treatment, and after 1st, 2nd and 9th-week treatment by GBs fixed biofilm reactor (FBR) under aerobic conditions.
Figure 5(a) Scanning electron micrographs (SEM) and EDX configuration of GBs without biofilm configuration (raw GB); (b) SEM image and EDX of GBs after 1st week of biofilm development; and (c) SEM image and EDX of GBs surface with 9 weeks mature aerobic biofilm.
Figure 6Raman spectroscopic analysis of GBs without biofilm (Raw GB), simulated MB wastewater (Raw Stock), and GB samples of 1st, and 9th-week old aerobic biofilms.
Figure 7Raman spectroscopic peaks shifts between 1400 and 1700 cm−1 of Methylene Blue (MB) simulated wastewater, GBs without biofilm (Raw GB), and GB samples of 1st, and 9th-week old aerobic biofilms.
Figure 8Attenuated total reflection (ATR) spectra of methylene blue (MB) stock solution, and GB samples of 1st, 2nd, and 9th-weeks' old aerobic biofilm.