| Literature DB >> 27433536 |
Charles O Nwuche1, Hideki Aoyagi2, James C Ogbonna3.
Abstract
A method for the aerobic treatment of palm oil mill effluent (POME) was investigated in shake-flask experiments using a consortium developed from POME compost. POME was initially centrifuged at 4,000 g for 15 min and the supernatant was enriched with (NH4)2SO4 (0.5%) and yeast extract (0.25%) to boost its nitrogen content. At optimum pH (pH 4) and temperature (40°C) conditions, the chemical oxygen demand (COD) of the effluent decreased from 10,350 to 1,000 mg/L (90.3%) after 7 days. The total bacterial population determined by plate count enumeration was 2.4 × 10(6) CFU/mL, while the fungal count was 1.8 × 10(3) colonies/mL. Bacteria of the genera Pseudomonas, Flavobacterium, Micrococcus, and Bacillus were isolated, while the fungal genera included Aspergillus, Penicillium, Trichoderma, and Mucor. When the isolated species were each inoculated into separate batches of the raw effluent, both pH and COD were unchanged. However, at 75 and 50% POME dilutions, the COD dropped by 52 and 44%, respectively, while the pH increased from 4 to 7.53. POME treatment by aerobic method is sustainable and holds promising prospects for cushioning the environment from the problems associated with the use of anaerobic systems.Entities:
Year: 2014 PMID: 27433536 PMCID: PMC4897343 DOI: 10.1155/2014/762070
Source DB: PubMed Journal: Int Sch Res Notices ISSN: 2356-7872
Characteristics of the different POME treatments used in the study.
| Parameters (mg/L) | Raw POME | POME supernatant | POME supernatant + (NH4)2SO4 (0.5%) + yeast extract (0.25%) | POME (100%) after treatment with single strain | POME after treatment with mixed cultures |
|---|---|---|---|---|---|
| pH* | 3.98 ± 0.02 | 3.97 ± 0.03 | 4.03 ± 0.02 | 4.03 ± 0.02 | 7.79 ± 0.15 |
| Oil/grease | 2,800 ± 300 | 840 ± 40 | 860 ± 25 | 530 ± 18 | ND |
| COD | 60,400 ± 784 | 8,700 ± 500 | 10,350 ± 430 | 10,360 ± 350 | 1,000 ± 100 |
| Total soluble carbohydrate | 4,470 ± 230 | 580 ± 65 | 660 ± 30 | 645 ± 25 | 845 ± 24 |
| Total solids | 27,300 ± 640 | ND | ND | ND | ND |
| Total suspended solids (TSS) | 24,000 ± 690 | ND | ND | ND | ND |
| Phenol | 100 ± 00 | 100 ± 00 | 100 ± 00 | 100 ± 00 | ND |
| Ammonia | 410 ± 20 | 40 ± 05 | 1,250 ± 85 | 1,520 ± 55 | 780 ± 20 |
| Nitrogen (total) | 1,850 ± 50 | 110 ± 07 | 2,735 ± 130 | 2,650 ± 90 | 1,920 ± 75 |
| Nitrates | 500 ± 20 | 90 ± 04 | 840 ± 30 | 830 ± 20 | 750 ± 30 |
ND: not detected.
*Not measured in mg/L.
Enumeration and identification of the adapted microbial populations in the samples.
| Microorganism | Average total count |
|---|---|
| Bacteria | |
| (a) | 2.4 × 106 CFU/mL |
| (b) | |
| (c) | |
| (d) | |
|
| |
| Fungi | |
| (a) | 1.8 × 103 colonies/mL |
| (b) | |
| (c) | |
| (d) | |
| (d) | |
| (e) | |
Figure 1Effect of different nitrogen compounds on COD reduction.
Figure 2Effect of POME concentration on COD changes during treatment by an isolate (Aspergillus sp.).
Figure 3Effect of POME concentration on pH changes during treatment by an isolate (Aspergillus sp.).
Figure 4Effect of pH on COD of the effluent during treatment.
Figure 5Effect of temperature on COD of the effluent during treatment.