Hills Creek Dam
Tuesday April 1, 2025
| Hour | Total Outflow cfs | Generation Flow cfs | Spill cfs | Forebay Elevation | Tailwater Elevation | Average Head |
|---|
| 1 | 1506 | 1010 | 500 | 1533.67 | 1225.65 | 308.02 |
| 2 | 1506 | 1010 | 500 | 1533.70 | 1225.65 | 308.05 |
| 3 | 1497 | 1000 | 500 | 1533.73 | 1225.61 | 308.12 |
| 4 | 1516 | 1010 | 500 | 1533.76 | 1225.68 | 308.08 |
| 5 | 1497 | 1010 | 500 | 1533.78 | 1225.63 | 308.15 |
| 6 | 1516 | 1020 | 500 | 1533.80 | 1225.67 | 308.13 |
| 7 | 1525 | 1030 | 500 | 1533.83 | 1225.67 | 308.16 |
| 8 | 1702 | 1030 | 500 | 1533.85 | 1225.85 | 308.00 |
| 9 | 1935 | 1000 | 760 | 1533.86 | 1226.15 | 307.71 |
| 10 | 1981 | 1020 | 960 | 1533.85 | 1226.20 | 307.65 |
| 11 | 2219 | 1010 | 1200 | 1533.87 | 1226.42 | 307.45 |
| 12 | 2488 | 990 | 1500 | 1533.86 | 1226.70 | 307.16 |
| 13 | 2501 | 990 | 1500 | 1533.85 | 1226.67 | 307.18 |
| 14 | 2501 | 1020 | 1500 | 1533.84 | 1226.69 | 307.15 |
| 15 | 2501 | 1000 | 1500 | 1533.83 | 1226.67 | 307.16 |
| 16 | 2501 | 1000 | 1500 | 1533.82 | 1226.71 | 307.11 |
| 17 | 2515 | 990 | 1500 | 1533.81 | 1226.71 | 307.10 |
| 18 | 2515 | 1020 | 1500 | 1533.79 | 1226.69 | 307.10 |
| 19 | 2501 | 1020 | 1500 | 1533.78 | 1226.71 | 307.07 |
| 20 | 2501 | 1000 | 1500 | 1533.77 | 1226.68 | 307.09 |
| 21 | 2501 | 1000 | 1500 | 1533.76 | 1226.69 | 307.07 |
| 22 | 2501 | 1000 | 1500 | 1533.75 | 1226.68 | 307.07 |
| 23 | 2488 | 1000 | 1500 | 1533.74 | 1226.66 | 307.08 |
| 24 | 2488 | 990 | 1500 | 1533.74 | 1226.68 | 307.06 |
|
| AVG | 2121 | 1007 | 1101 | 1533.79 | 1226.30 | 307.50 |
|
| MAX | 2515 | 1030 | 1500 | 1533.87 | 1226.71 | 308.16 |
| MIN | 1497 | 990 | 500 | 1533.67 | 1225.61 | 307.06 |