| Literature DB >> 23193374 |
L A Fernández-Güelfo1, C J Alvarez-Gallego, D Sales Márquez, L I Romero García.
Abstract
The start-up strategies for thermophilic anaerobic reactors usually consist of an initial mesophilic stage (35°C), with an approximate duration of 185 days, and a subsequent thermophilic stage (55°C), which normally requires around 60 days to achieve the system stabilizatio. During the first 8-10 days of the mesophilic stage, the reactor is not fed so that the inoculum, which is generally a mesophilic anaerobic sludge, may be adapted to the organic solid waste. Between mesophilic and thermophilic conditions the reactor is still not fed in an effort to prevent possible imbalances in the proces. As a consequence, the start-up and stabilization of the biomethanization performance described in the literature require, at least, around 245 days. In this sense, a new strategy for the start-up and stabilization phases is presented in this study. This approach allows an important reduction in the overall time necessary for these stages in an anaerobic continuous stirred tank reactor (CSTR) operated at thermophilic-dry conditions for treating the organic fraction of the municipal solid waste (OFMSW): 60 days versus 245 days of conventional strategies. The new strategy uses modified SEBAC technology to adapt an inoculum to the OFMSW and the operational conditions prior to seeding the CSTR.Entities:
Mesh:
Substances:
Year: 2012 PMID: 23193374 PMCID: PMC3501813 DOI: 10.1155/2012/418727
Source DB: PubMed Journal: Archaea ISSN: 1472-3646 Impact factor: 3.273
Figure 1Flow of leachate in the modified SEBAC reactors.
Composition of the modified SEBAC reactors.
| Wastes | Layers | Weight/layer (kg) | |
|---|---|---|---|
| Reactor A | OFMSW | 2 | 1 |
| Pig manure | 2 | 1.5 | |
|
| |||
| Reactor B | Sludge | — | 21 |
Composition of the wastes used to start-up the CSTR.
| Parameter | Leachate inoculum | Sewage sludge | OFMSW | OFMSW/Inoculum mixture |
|---|---|---|---|---|
| pH | 8.62 | 8.35 | 7.78 | 8.70 |
| Density (kg/m3) | 980 | 985 | 750 | 1116 |
| Alkalinity (gCaCO3/L) | 21.78 | 16.54 | 4.29 | 5.14 |
| Ammonium (gNH3–N/L) | 26.88 | 14.56 | 1.68 | 2.8 |
| Total Nitrogen | 25.66 gNH3–N/L | 21.46 gNH3–N/L | 207.2 gNH3–N/kg | 72.8 gNH3–N/kg |
| gTSS/L | 14.46 | 20.46 | — | — |
| gVSS/L | 10.73 | 9.16 | — | — |
| gTS/g sample | — | — | 0.90 | 0.31 |
| gTVS/g sample | — | — | 0.71 | 0.25 |
| Total carbon (mg/g) | 80.78 | 35.27 | 112.6 | 65.07 |
| Total inorganic carbon (mg/g) | 2.07 | 0.96 | 0.29 | 0.30 |
| Total organic carbon (mg/g) | 78.41 | 34.31 | 112.3 | 64.75 |
| Acidity (mgAcH/L) | 12403 | 17353 | 1440 | 356 |
Figure 2Accumulation of biogas and methane productions in the modified SEBAC reactors.
Initial and final compositions of the wastes.
| Parameters | OFMSW | Pig manure | Sludge | |||
|---|---|---|---|---|---|---|
| Initial | Final | Initial | Final | Initial | Final | |
| Density (kg/m3) | 600 | 850 | 1200 | 1000 | 900 | 1000 |
| Total solids (g/kg) | 878 | 173 | 586 | 80 | 42 | 26.6 |
| Total volatile solids (g/kg) | 700.4 | 85 | 464.1 | 60 | 15 | 2.6 |
| Suspended total solids (g/L) | 0.5 | 7.9 | 3.9 | 5 | 20.2 | 11.4 |
| Suspended volatile solids (g/L) | 3.6 | 6.9 | 3.5 | 3.4 | 7.7 | 7.4 |
| pH | 0.2 | 8.1 | 7.1 | 8.4 | 8.3 | 8.35 |
| Alkalinity (gCaCO3/L) | 7.6 | 8.4 | 50 | 75.4 | 20.1 | 16.5 |
| Chemical oxygen demand (mgO2/L) | 112000 | 41558 | 14814 | 6509 | 10527 | 25526 |
Initial organic loading rate (OLR0) for each SRT.
| Stage | SRT (day) | Operation time (day) | OLR0 | |
|---|---|---|---|---|
| gDOC/L·day | gTVS/L·day | |||
| 1 | 40 | 14 | 0.704 | 4.42 |
| 2 | 35 | 17 | 0.805 | 5.07 |
| 3 | 30 | 25 | 0.940 | 5.92 |
| 4 | 25 | 50 | 1.123 | 7.50 |
Figure 3Evolution of the specific methane yield expressed as LCH4/gDOCc and LCH4/gTVSc.
Figure 4Daily biogas and methane productions expressed as L/LReactor ·day.
Figure 5Biogas composition expressed as percentage.
Figure 6Evolution of total VFA, butyric, and acetic acids.