Hills Creek Dam & Lake
February 2026
| Day of Month | Total Generation MWh | Average Generation MW | Station Use MWh | Inflow cfs | Total Outflow cfs | Generation Flow cfs | Spill cfs | Midnight Reservoir Elevation | Average Forebay Elevation | Average Tailwater Elevation | Average Head feet | Midnight Storage kaf |
|---|
| 1 | | | | 479 | 660 | | | 1447.72 | 1447.83 | 1224.26 | 223.57 | 154979.98 |
| 2 | | | | 467 | 640 | | | 1447.50 | 1447.61 | 1224.25 | 223.36 | 154650.00 |
| 3 | | | | 470 | 640 | | | 1447.27 | 1447.38 | 1224.24 | 223.14 | 154304.98 |
| 4 | | | | 463 | 630 | | | 1447.03 | 1447.15 | 1224.23 | 222.92 | 153944.98 |
| 5 | | | | | | | | | | | | |
| 6 | | | | | | | | | | | | |
| 7 | | | | | | | | | | | | |
| 8 | | | | | | | | | | | | |
| 9 | | | | | | | | | | | | |
| 10 | | | | | | | | | | | | |
| 11 | | | | | | | | | | | | |
| 12 | | | | | | | | | | | | |
| 13 | | | | | | | | | | | | |
| 14 | | | | | | | | | | | | |
| 15 | | | | | | | | | | | | |
| 16 | | | | | | | | | | | | |
| 17 | | | | | | | | | | | | |
| 18 | | | | | | | | | | | | |
| 19 | | | | | | | | | | | | |
| 20 | | | | | | | | | | | | |
| 21 | | | | | | | | | | | | |
| 22 | | | | | | | | | | | | |
| 23 | | | | | | | | | | | | |
| 24 | | | | | | | | | | | | |
| 25 | | | | | | | | | | | | |
| 26 | | | | | | | | | | | | |
| 27 | | | | | | | | | | | | |
| 28 | | | | | | | | | | | | |
|
| TOT | | | | | | | | | | | | |
| AVG | | | | 470 | 642 | | | 1447.38 | 1447.49 | 1224.24 | 223.25 | 154469.99 |
|
| MAX | | | | 479 | 660 | | | 1447.72 | 1447.83 | 1224.26 | 223.57 | 154979.98 |
| MIN | | | | 463 | 630 | | | 1447.03 | 1447.15 | 1224.23 | 222.92 | 153944.98 |