| Literature DB >> 35164279 |
Kuppan Praveen1, Sudharsanam Abinandan1,2, Kadiyala Venkateswarlu3, Mallavarapu Megharaj1,2.
Abstract
Sustainability evaluation of wastewater treatment helps to reduce greenhouse gas emissions, as it emphasizes the development of green technologies and optimum resource use rather than the end-of-pipe treatment. The conventional approaches for treating acid mine drainages (AMDs) are efficient; however, they need enormous amounts of energy, making them less sustainable and causing greater environmental concern. We recently demonstrated the potential of immobilized acid-adapted microalgal technology for AMD remediation. Here, this novel approach has been evaluated following emergy and carbon footprint analysis for its sustainability in AMD treatment. Our results showed that imported energy inputs contributed significantly (>90%) to the overall emergy and were much lower than in passive and active treatment systems. The microalgal treatment required 2-15 times more renewable inputs than the other two treatment systems. Additionally, the emergy indices indicated higher environmental loading ratio and lower per cent renewability, suggesting the need for adequate renewable inputs in the immobilized microalgal system. The emergy yield ratio for biodiesel production from the microalgal biomass after AMD treatment was >1.0, which indicates a better emergy return on total emergy spent. Based on greenhouse gas emissions, carbon footprint analysis (CFA), was performed using default emission factors, in accordance with the IPCC standards and the National Greenhouse Energy Reporting (NGER) program of Australia. Interestingly, CFA of acid-adapted microalgal technology revealed significant greenhouse gas emissions due to usage of various construction materials as per IPCC, while SCOPE 2 emissions from purchased electricity were evident as per NGER. Our findings indicate that the immobilized microalgal technology is highly sustainable in AMD treatment, and its potential could be realized further by including solar energy into the overall treatment system.Entities:
Keywords: AMD bioremediation; IPCC; NGER; carbon footprint; emergy; immobilized microalgae; sustainability
Year: 2022 PMID: 35164279 PMCID: PMC8839157 DOI: 10.3390/molecules27031015
Source DB: PubMed Journal: Molecules ISSN: 1420-3049 Impact factor: 4.411
Figure 1Emergy analysis in AMD treatment system involving immobilized acid-adapted microalgal strains, Desmodesmus sp. MAS1 and Heterochlorella sp. MAS3.
Emergy calculations for microalgae-based AMD treatment and biodiesel production.
| Type of Flow | Item of Emergy Flow (Unit) | Unit Value | Transformity (Sej/Unit) | Emergy (Sej/y) | Reference |
|---|---|---|---|---|---|
| R | Locally available | ||||
| Solar energy (J) | 3.69 × 1013 | 1.00 | 3.69 × 1013 | [ | |
| AMD inflow (J) | 2.35 × 109 | 3.80 × 106 | 8.92 × 1015 | [ | |
| N | Locally available non-renewable | ||||
| Land use (m2) | 1.00 × 104 | 8.67 × 1010 | 8.67 × 1014 | [ | |
| Water for Biodiesel (J) | 4.32 × 107 | 7.30 × 106 | 3.15 × 1014 | [ | |
| F | Imported inputs in | ||||
| Algal biomass— | 1.58 × 109 | 3.16 × 107 | 5.00 × 1016 | [ | |
| PBR − PVC (g) | 1.62 × 107 | 9.09 × 109 | 1.48 × 1017 | [ | |
| Electricity (J) | 3.85 × 107 | 1.19 × 105 | 4.58 × 1012 | [ | |
| PBR steel (g) | 2.40 × 108 | 1.80 × 109 | 4.32 × 1017 | ||
| PBR concrete (g) | 1.02 × 106 | 1.09 × 109 | 1.11 × 1015 | ||
| Labor (J) | 2.19 × 103 | 7.44 × 106 | 1.63 × 1010 | ||
| Y | Output after | ||||
| Algal wet weight | 1.62 × 109 | 9.07 × 107 | 1.47 × 1017 | [ | |
| Treated AMD | 2.35 × 109 | 4.99 × 106 | 1.17 × 1016 | [ | |
| F | Imported inputs in Biodiesel | ||||
| Steel (g) | 1.94 × 104 | 1.80 × 109 | 3.50 × 1013 | [ | |
| Concrete (g) | 1.75 × 105 | 1.09 × 109 | 1.91 × 1014 | ||
| Electricity (J) | 2.31 × 109 | 1.19 × 105 | 1.20 × 1014 | ||
| Methanol (g) | 2.89 × 105 | 2.28 × 108 | 6.58 × 1013 | ||
| HCl (g) | 2.15 × 106 | 3.64 × 109 | 7.84 × 1015 | ||
| Services ($) | 1.09 × 105 | 2.22 × 1012 | 2.42 × 1017 | ||
| Labor (J) | 1.53 × 1010 | 7.44 × 106 | 1.14 × 1017 | ||
| Diesel for | 4.39 × 109 | 1.21 × 105 | 5.31 × 1014 | ||
| Y | Output after | ||||
| Residue (g) | 1.60 × 109 | 5.22 × 108 | 8.37 × 1017 | [ | |
| Algal biodiesel (g) | 1.62 × 107 | 1.69 × 1010 | 2.74 × 1017 |
Emergy indices for the microalgae-based AMD treatment.
| Emergy Index | Unit/Formula | Value | ||
|---|---|---|---|---|
| This Study | PTS * | ATS * | ||
| Natural renewable | (1015 sej) | 8.96 | 134 | 25 |
| Natural non-renewable | (1015 sej) | 1.18 | NA | NA |
| Imported inputs | (1015 sej) | 996 | 1800 | 2500 |
| Yield | (1015 sej) | 1270 | NA | NA |
| Total potential energy (Ep) | R + N + F (1015 sej) | 1010 | 1900 | 2500 |
| Transformity | Y/Ep | 1.26 | NA | NA |
| EYR | (R + F)/F | 1.01 | 1.08 | 1.01 |
| ELR | (F + N)/R | 111 | 13 | 100 |
| ESI | EYR/ELR | 0.01 | 0.08 | 0.01 |
| % Renewability | R/(F + R) × 100 | 0.89 | 6.92 | 0.99 |
* Winfrey et al. [27]; PTS = Passive treatment system; ATS = Active treatment system; NA = Not available; EYR = Emergy yield ratio; ELR = Environmental loading ratio; ESI = Emergy sustainability index.
Direct and indirect greenhouse gas emissions based on Australia’s National Greenhouse Energy Reporting (NGER).
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| This study | 0.317 kL diesel oil | 1 | 0 | 0 | 1 | 12 |
| PTS | 32.50 kL diesel oil | 88 | 0 | 1 | 89 | 1255 |
| 3.23 kL gasoline | 7 | 0 | 0 | 7 | 110 | |
| 96 | 1365 | |||||
| ATS | 47.50 kL diesel oil | 128 | 0 | 1 | 129 | 1834 |
| 6.22 kL gasoline | 14 | 0 | 0 | 14 | 213 | |
| 143 | 2046 | |||||
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| This study | 10.69 kWh | 0.81 | 0 | 0 | ||
| 641 kWh | 1 | 2 | ||||
| PTS | – | 0.81 | – | – | ||
| ATS | – | 0.81 | – | – | ||
PTS = Passive treatment system; ATS = Active treatment system.
Figure 2A comparison of carbon footprint - this AMD treatment (immobilized microalgal system), passive treatment [27], and active treatment [27] of AMD.
Figure 3Schematic representation of emergy flow accounting for local renewable energy inputs (R), local non-renewable inputs (N), and purchased inputs from outside the system (F).