| Literature DB >> 23302421 |
Jo De Vrieze1, Willy Verstraete, Nico Boon.
Abstract
Anaerobic digestion is an environmental key technology in the future bio-based economy. To achieve functional stability, a minimal microbial community diversity is required. This microbial community should also have a certain 'elasticity', i.e. the ability to rapidly adapt to suboptimal conditions or stress. In this study it was evaluated whether a higher degree of functional stability could be achieved by changing the feeding pattern, which can change the evenness, dynamics and richness of the bacterial community. The first reactor (CSTR stable ) was fed on daily basis, whereas the second reactor (CSTR dynamic ) was fed every 2 days. Average biogas production was 0.30 l CH4 l(-1) day(-1) in both reactors, although daily variation was up to four times higher in the CSTR dynamic compared with the CSTR stable during the first 50 days. Bacterial analysis revealed that this CSTR dynamic had a two times higher degree of bacterial community dynamics. The CSTR dynamic also appeared to be more tolerant to an organic shock load of 8 g COD l(-1) and ammonium levels up to 8000 mg TAN l(-1). These results suggest that the regular application of a limited pulse of organic material and/or a variation in the substrate composition might promote higher functional stability in anaerobic digestion.Entities:
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Year: 2013 PMID: 23302421 PMCID: PMC3917476 DOI: 10.1111/1751-7915.12025
Source DB: PubMed Journal: Microb Biotechnol ISSN: 1751-7915 Impact factor: 5.813
Figure 1Performance of the CSTRstable (•) and CSTRdynamic (▪) in terms of methane production. A 7-day moving window, together with the in-window variation of the methane production has been plotted for the CSTRstable (A) and the CSTRdynamic (B), for each day of operation. Each value represents the average and the variation of the value on the day itself and the 6 previous days.
Figure 2Results of the short-term stress test at the end of the experiment in terms of the tolerance of the CSTRstable (•) and CSTRdynamic (▪) to high concentrations of ammonium (A) and elevated organic loading rates (B). Average values of the three replicates per treatment are represented together with the values of the standard deviations as error bars.
Figure 3Ecological parameters range-weighted richness (A), dynamics (B) and community organization (C) of the bacterial communities in the CSTRstable (•) and CSTRdynamic (▪).
Correlations between the ecological parameters Rr, Dy and Co and the moving window methane production variation, determined by means of the Spearman rank order correlation analysis, for the CSTRstable and CSTRdynamic
| CSTRstable | Var CSTRstable | Dy CSTRstable | Co CSTRstable | Rr CSTRstable | |
|---|---|---|---|---|---|
| Var CSTRstable | Corr. Coeff | 1.000 | 0.536 | 0.714 | −0.548 |
| Sign. level | – | 0.215 | 0.047 | 0.160 | |
| Dy CSTRstable | Corr. Coeff | 0.536 | 1.000 | 0.607 | −0.714 |
| Sign. level | 0.215 | – | 0.148 | 0.071 | |
| Co CSTRstable | Corr. Coeff | 0.714 | 0.607 | 1.000 | −0.857 |
| Sign. level | 0.047 | 0.148 | – | 0.007 | |
| Rr CSTRstable | Corr. Coeff | −0.548 | −0.714 | −0.857 | 1.000 |
| Sign. level | 0.160 | 0.071 | 0.007 | – | |
| CSTRdynamic | Var CSTRdynamic | Dy CSTRdynamic | Co CSTRdynamic | Rr CSTRdynamic | |
| Var CSTRdynamic | Corr. Coeff | 1.000 | 0.536 | 0.048 | −0.286 |
| Sign. level | – | 0.215 | 0.911 | 0.493 | |
| Dy CSTRdynamic | Corr. Coeff | 0.536 | 1.000 | 0.357 | −0.607 |
| Sign. level | 0.215 | – | 0.432 | 0.148 | |
| Co CSTRdynamic | Corr. Coeff | 0.048 | 0.357 | 1.000 | −0.833 |
| Sign. level | 0.911 | 0.432 | – | 0.010 | |
| Rr CSTRdynamic | Corr. Coeff | −0.286 | −0.607 | −0.833 | 1.000 |
| Sign. level | 0.493 | 0.148 | 0.010 | – | |
Correlation is significant at the 0.05 level.
Composition of the synthetic feed
| Component | Amount |
|---|---|
| (mg l−1) | |
| Starch | 18 000 |
| Milk powder | 2000 |
| Yeast extract | 200 |
| Tryptic soy | 200 |
| (mM) | |
| KH2PO4 | 10 |
| K2HPO4 | 10 |
| NaHCO3 | 20 |
| (mg l−1) | |
| NH4Cl | 500 |
| CaCl2·2H2O | 200 |
| MgCl2·6H2O | 100 |
| Fe2(SO4)3 | 100 |
| (μg l−1) | |
| NiSO4·6H2O | 500 |
| MnCl2·4H2O | 500 |
| FeSO4·7H2O | 500 |
| ZnSO4·7H2O | 100 |
| H3BO3 | 100 |
| Na2MoO4·2H2O | 50 |
| CoCl2·6H2O | 50 |
| CuSO4·5H2O | 5 |
Short-term stress test set-up
| Stressor | Day 1 | Day 2 | Day 3 | Day 4 |
|---|---|---|---|---|
| Control | – | – | – | – |
| Ammonium (mg TAN l−1) | 1000 | 2000 | 4000 | 6000 |
| Sulfate (mg l−1) | 500 | 1000 | 2000 | 4000 |
| High OLR (g COD l−1 day−1) | 2 | 4 | 6 | 8 |
| Acidification with HCl (mmol l−1) | 2 | 6 | 12 | 18 |
| Acidification with HCl (final pH) | 7.27 ± 0.05 | 6.97 ± 0.06 | 6.72 ± 0.04 | 6.44 ± 0.02 |
In every treatment, the OLR was 1 g COD l−1 day−1, except for the high organic loading rate treatment in which the OLR was raised every day, as presented in the table.
The values presented for ammonium, sulfate and acidification are final concentrations in the reactor (n = 3).