| | System parameter | Scenario | | Lime | Ash | Sludge |
| | Input mass of pH amendment (kg ha−1 rotation−1) | 1000 | 3000 | 7000 | | Input emergy of pH amendment (sej ha−1 rotation−1) | 1,68E16 | 2,84E16† | 6,40E16‡ | | UEV of the obtained product (sej J−1)
| 9,02E02 | 9,56E02 | 1,12E03 | | EYR | 2,54 | 2,34 | 1,95 | | ELR | 0,65 | 0,75 | 1,05 | | EIR | 0,65 | 0,75 | 1,05 |
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†Based on organic matter content = (3,0E6 g ha−1) * (0,3363 g MO g−1) * (5,4 kcal g−1) * (4186 J kcal−1) * (1,2E5 sej J−1 [6] = 9,45E11 sej kg−1. Ash composition by [28]. ‡Based on organic matter content = (7,7E6 g ha−1) * (0,29584 g MO g−1) * (5,4 kcal g−1) * (4186 J kcal−1) * (1,2E5 sej J−1 [6] = 8,31E11 sej kg−1. Sludge composition by [29].
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