Output
ESTIMATED EFFICIENCY OF HYDRAULIC RAMS WALTON
| RAMS | Debit of the source in L/min | Yield in L/d in the ratio of fall to elevation | ||
| 1/5 | 1/10 | 1/15 | ||
| W1 | 1 to 4 | 210 to 880 | 120 to 440 | 60 to 240 |
| W2 | 3 to 9 | 680 to 2100 | 340 to 1050 | 150 to 500 |
| W3 | 5 to 16 | 1100 to 3600 | 550 to 1800 | 270 to 900 |
| W4 | 10 to 30 | 2300 to 7000 | 1150 to 3500 | 570 to 1750 |
| W5 | 20 to 50 | 4600 to 11000 | 2300 to 5500 | 1000 to 2750 |
| W6 | 40 to 100 | 8800 to 22000 | 4400 to 11000 | 2100 to 5500 |
| W7 | 80 to 180 | 18000 to 42000 | 9000 to 21000 | 4600 to 10000 |