| Literature DB >> 32545472 |
Lorenzo Cristiani1, Marco Zeppilli1, Cristina Porcu1, Mauro Majone1.
Abstract
Here, a 12-liter tubular microbial electrolysis cell (MEC) was developed as a post treatment unit for simultaneous biogas upgrading and ammonium recovery from the liquid effluent of an anaerobic digestion process. The MEC configuration adopted a cation exchange membrane to separate the inner anodic chamber and the external cathodic chamber, which were filled with graphite granules. The cathodic chamber performed the CO2 removal through the bioelectromethanogenesis reaction and alkalinity generation while the anodic oxidation of a synthetic fermentate partially sustained the energy demand of the process. Three different nitrogen load rates (73, 365, and 2229 mg N/Ld) were applied to the inner anodic chamber to test the performances of the whole process in terms of COD (Chemical Oxygen Demand) removal, CO2 removal, and nitrogen recovery. By maintaining the organic load rate at 2.55 g COD/Ld and the anodic chamber polarization at +0.2 V vs. SHE (Standard Hydrogen Electrode), the increase of the nitrogen load rate promoted the ammonium migration and recovery, i.e., the percentage of current counterbalanced by the ammonium migration increased from 1% to 100% by increasing the nitrogen load rate by 30-fold. The CO2 removal slightly increased during the three periods, and permitted the removal of 65% of the influent CO2, which corresponded to an average removal of 2.2 g CO2/Ld. During the operation with the higher nitrogen load rate, the MEC energy consumption, which was simultaneously used for the different operations, was lower than the selected benchmark technologies, i.e., 0.47 kW/N·m3 for CO2 removal and 0.88 kW·h/kg COD for COD oxidation were consumed by the MEC while the ammonium nitrogen recovery consumed 2.3 kW·h/kg N.Entities:
Keywords: bioelectromethanogenesis; biogas upgrading; digestate; microbial electrolysis cell; nitrogen recovery
Year: 2020 PMID: 32545472 PMCID: PMC7356612 DOI: 10.3390/molecules25122723
Source DB: PubMed Journal: Molecules ISSN: 1420-3049 Impact factor: 4.411
Figure 1Scheme of the tubular microbial electrolysis cell.
Figure 2Electric current and potential difference’s trends during the three different operating periods.
Figure 3Influent and effluent COD concentration in the anodic chamber of the MEC during the three operational periods.
Figure 4Cumulative methane production during the three different operating periods.
Main bioelectrochemical parameters obtained during the three different operating periods.
| Nitrogen Loading Rate (mgN/Ld) | 73 | 365 | 2229 |
|---|---|---|---|
| Current (mA) | 190 ± 14 | 166 ± 10 | 157 ± 7 |
| COD removed (g COD/d) | 1.8 ± 0.3 | 4.0 ± 0.3 | 6.3 ± 0.6 |
| COD removal efficiency (%) | 29 ± 11 | 65 ± 17 | 89 ± 20 |
| Coulombic Efficiency (CE, %) | 77 ± 17 | 30 ± 4 | 18 ± 2 |
| Methane production (mmol/d) | 9 ± 1 | 18 ± 1 | 14 ± 2 |
| Cathodic Capture Efficiency (CCE, %) | 42 ± 8 | 98 ± 11 | 81 ± 14 |
Figure 5Ammonium concentration inside the chambers and the inlet of the anodic chamber.
N removal and mass balance during the three operating conditions.
| Nitrogen Loading Rate (mg N/Ld) | 73 | 365 | 2229 |
|---|---|---|---|
| N influent (mg N/L) | 37 ± 2 | 241 ± 14 | 1341 ± 28 |
| N effluent (mg N/L) | 25 ± 2 | 148 ± 9 | 1013 ± 66 |
| N cathode (mg N/L) | 101 ± 9 | 674 ± 48 | 2094 ± 78 |
| N removal (%) | 33 ± 13 | 45 ± 12 | 36 ± 7 |
| ∆N (mg N/day) | 89 ± 31 | 713 ± 150 | 3246 ± 558 |
| Nspilled (mg N/day) | 31 ± 3 | 281 ± 20 | 2445 ± 91 |
| N VSSout (mg/day) | 84 ± 3 | 106 ± 4 | 90 ± 8 |
| Mass balance recovery (%) | 109 ± 8 | 80 ± 7 | 92 ± 9 |
| N transported charge (mA) | 2 ± 1 | 22 ± 2 | 195 ± 7 |
Figure 6Bicarbonate concentration in the different MEC streams during the three different operating periods.
Bicarbonate concentration in the different MEC liquid phases and the inorganic mass balance of the three different operating periods.
| Nitrogen Loading Rate (mg·N/Ld) | 73 | 365 | 2229 |
|---|---|---|---|
| HCO3− influent (gHCO3−/L) | 1.17 ± 0.07 | 0.10 ± 0.02 | 0.11 ± 0.03 |
| HCO3− effluent (gHCO3−/L) | 1.09 ± 0.07 | 0.49 ± 0.06 | 0.61 ± 0.06 |
| HCO3− cathode (gHCO3−/L) | 10.94 ± 1.20 | 10.72 ± 0.56 | 11.39 ± 2.10 |
| CO2 removal (mmol/day) | 443 ± 40 | 453 ± 19 | 481 ± 38 |
| rCH4 (mmol/day) | 9 ± 1 | 18 ± 1 | 14 ± 2 |
| HCO3−spilled (mmol/day) | 55 ± 6 | 73 ± 4 | 218 ± 40 |
Energy consumptions for the different MEC operations and energy efficiencies of the MEC during the three operating periods.
| Nitrogen Loading Rate (mg N/Ld) | 73 | 365 | 2229 |
|---|---|---|---|
| kW·h/kg COD | 6.8 ± 0.5 | 2.00 ± 0.1 | 0.88 ± 0.08 |
| kW·h/Nm3 CO2 | 1.12 ± 0.31 | 0.72 ± 0.07 | 0.47 ± 0.02 |
| kW·h/kg N | 388 ± 13 | 28 ± 4 | 2.3 ± 0.5 |
| ηE (%) | 17 ± 1 | 52 ± 2 | 59 ± 1 |
Performance comparison of the tubular MEC and previous literature data for the cathodic CO2 removal.
| Present Study | Reference Study [ | |
|---|---|---|
|
| 51 | 100 |
|
| 0.8 | 2.36 |
|
| 19 | 91 |
|
| 2.7 | 1.1 |
Performance comparison of the tubular MEC with previous literature data for the ammonium recovery.
| Nitrogen Loading Rate | Present | Present | Reference Study [ | Reference Study [ |
|---|---|---|---|---|
|
| 4 | 276 | 38 | 228 |
|
| 21 | 19 | 128 | 72 |