Lot | Area (ha) | Rainfall (mm) | Volume (m3) | Production (kg) | WUE (m3∙kg−1) |
01 | 8.62 | 133 | 11,465 | 8100 | 1.41 |
02 | 15.00 | 496 | 74,400 | 15,400 | 4.83 |
03 | 12.90 | 243 | 31,347 | 14,220 | 2.20 |
04 | 4.48 | 243 | 10,886 | 9600 | 1.13 |
05 | 8.35 | 113 | 9435 | 3660 | 2.57 |
06 | 10.67 | 95 | 10,137 | 5640 | 1.80 |
07 | 4.80 | 95 | 4560 | 2880 | 1.59 |
08 | 18.25 | 133 | 24,273 | 11,220 | 2.16 |
09 | 22.05 | 182 | 40,131 | 15,720 | 2.55 |
10 | 16.38 | 95 | 15,561 | 10,020 | 1.52 |
11 | 8.11 | 133 | 10,786 | 7080 | 1.53 |
12 | 9.00 | 243 | 21,870 | 12,300 | 1.78 |