| Literature DB >> 25369128 |
Josepha M H van Diggelen1, Leon P M Lamers2, Gijs van Dijk1, Maarten J Schaafsma3, Jan G M Roelofs2, Alfons J P Smolders1.
Abstract
InternEntities:
Mesh:
Substances:
Year: 2014 PMID: 25369128 PMCID: PMC4219700 DOI: 10.1371/journal.pone.0111106
Source DB: PubMed Journal: PLoS One ISSN: 1932-6203 Impact factor: 3.240
Characteristics of the two sediments used.
| Organic | Bulk | Total amounts bound to sediment | |||||||||
| Sediment | content | Density | Total - P | Org - P | Inorg - P | Total - Al | Total - Ca | Total - S | Total - Fe | Fe:S ratio | |
| % | kg DW L−1 FW | mmol L−1 FW | mmol L−1 FW | mmol L−1 FW | mmol L−1 FW | mmol L−1 FW | mmol L−1 FW | mmol L−1 FW | mol mol−1 | ||
|
|
|
|
|
|
|
|
|
|
|
|
|
| SEM | 4.8 | 0.03 | 0.4 | 0.3 | 0.1 | 12.6 | 5.4 | 8.1 | 3.9 | 0.024 | |
|
|
|
|
|
|
|
|
|
|
|
|
|
| SEM | 7.4 | 0.02 | 0.3 | 0.1 | 0.1 | 4.4 | 0.8 | 4.7 | 2.3 | 0.001 | |
Significant differences between the sediment types are indicated by different letters.
Chemical composition of the surface water used for the different treatments (low, normal or high salinity).
| Low salinity | Normal salinity | High salinity | |
| Rain water | Fresh water | Brackish water | |
| Element | µmol L−1 | µmol L−1 | µmol L−1 |
| Na+ | 100 | 7000 | 85000 |
| Cl- | 100 | 7000 | 85000 |
| SO4 2- | 5 | 1500 | 5500 |
| K+ | 30 | 500 | 1000 |
| Ca2+ | 10 | 2000 | 2500 |
| Mg2+ | 10 | 1250 | 3750 |
| HCO3 - | 0 | 4000 | 4000 |
| NO3 - | 50 | 50 | 50 |
| NH4 + | 50 | 50 | 50 |
Figure 1Sodium (Na+), calcium (Ca2+) and sulphur (S) pore water concentrations (µmol L−1) in both sediments (A: left, B: right).
Significant differences between treatments are indicated with different letters.
Figure 2Phosphorus (P) and iron (Fe2+) concentrations (µmol L−1) in pore water of both sediments (A: left, B: right).
Significant differences between treatments are indicated with different letters.
Figure 3Phosphorus (P) and sulphur (S) concentrations (µmol L−1) in the surface water above both sediments (A: left, B: right).
Significant differences between treatments are indicated with different letters. Grey shadings under the x-axis indicate periods with through-flow (see Materials and Methods).
P and S mobilisation rates (µmol m−2 day−1) during stagnant conditions in the short term (0–10 weeks) and in the long term (80–110 weeks).
| P mobilisation (µmol m−2 day−1) | S mobilisation (µmol m−2 day−1) | |||||
| short term | long term | short term | long term | |||
| A | High salinity |
|
|
|
|
|
| SEM | 1.6 | 2.4 | 86.7 | 243.0 | ||
| Control |
|
|
|
|
| |
| SEM | 14.3 | 0.6 | 216.0 | 86.4 | ||
| Low salinity |
|
|
|
|
| |
| SEM | 12.9 | 2.3 | 425.0 | 69.2 | ||
| B | High salinity |
|
|
|
|
|
| SEM | 24.2 | 1.0 | 5474.0 | 141.3 | ||
| Control |
|
|
|
|
| |
| SEM | 36.6 | 2.5 | 517.8 | 91.1 | ||
| Low salinity |
|
|
|
|
| |
| SEM | 74.3 | 6.5 | 236.3 | 83.3 | ||
Significant differences between treatments are indicated by different letters.
Figure 4Oxygen (O2) concentration (mg L−1) profile per mm of both sediments (A and B), at the sediment-water interface (indicated by vertical dotted line) during aerobic and anaerobic conditions.
Figure 5P mobilisation rates (µmol m−2 day−1) during aerobic and anaerobic conditions for both sediment cores (A and B).
Significant differences between treatments are indicated with different letters.
Figure 6Schematic overview of the proposed mechanism, showing key processes in the upper millimetres of the S-rich, peat sediments involved in P mobilisation.
Salinisation leads to an increased SO4 2- influx, affecting Fe diffusion to the sediment surface, enabling increased P mobilisation in the longer term.