John Day Dam
Wednesday May 14, 2025
| Hour | Total Outflow kcfs | Generation Flow kcfs | Spill kcfs | Forebay Elevation | Tailwater Elevation | Average Head |
|---|
| 1 | 239.60 | 55.80 | 182.90 | 265.79 | 160.22 | 105.57 |
| 2 | 239.60 | 55.80 | 182.90 | 265.78 | 160.42 | 105.36 |
| 3 | 239.60 | 55.70 | 182.90 | 265.78 | 160.26 | 105.52 |
| 4 | 239.30 | 55.40 | 182.90 | 265.78 | 160.23 | 105.55 |
| 5 | 239.40 | 55.60 | 182.90 | 265.68 | 160.42 | 105.26 |
| 6 | 234.90 | 58.90 | 175.10 | 265.88 | 160.02 | 105.86 |
| 7 | 221.90 | 129.10 | 90.20 | 265.87 | 161.02 | 104.85 |
| 8 | 224.70 | 133.70 | 90.10 | 265.87 | 161.26 | 104.61 |
| 9 | 228.50 | 135.70 | 90.10 | 265.77 | 161.52 | 104.25 |
| 10 | 225.80 | 134.80 | 90.10 | 265.67 | 161.72 | 103.95 |
| 11 | 228.60 | 135.80 | 90.10 | 265.68 | 162.02 | 103.66 |
| 12 | 225.40 | 134.40 | 90.10 | 265.77 | 162.02 | 103.75 |
| 13 | 228.50 | 137.50 | 90.10 | 265.77 | 162.22 | 103.55 |
| 14 | 229.80 | 137.00 | 90.10 | 265.68 | 162.52 | 103.16 |
| 15 | 227.90 | 135.00 | 90.10 | 265.57 | 162.82 | 102.75 |
| 16 | 227.80 | 136.70 | 90.10 | 265.59 | 162.79 | 102.80 |
| 17 | 228.50 | 137.50 | 90.10 | 265.58 | 162.62 | 102.96 |
| 18 | 229.50 | 138.50 | 90.10 | 265.58 | 163.22 | 102.36 |
| 19 | 229.10 | 138.10 | 90.10 | 265.58 | 162.81 | 102.77 |
| 20 | 225.40 | 134.40 | 90.10 | 265.57 | 162.22 | 103.35 |
| 21 | 186.30 | 108.30 | 75.30 | 265.88 | 161.22 | 104.66 |
| 22 | 184.90 | 104.70 | 79.30 | 265.78 | 161.23 | 104.55 |
| 23 | 227.70 | 58.30 | 168.50 | 265.78 | 160.42 | 105.36 |
| 24 | 224.80 | 56.00 | 167.90 | 265.77 | 160.32 | 105.45 |
|
| AVG | 226.56 | 106.78 | 118.42 | 265.73 | 161.48 | 104.25 |
|
| MAX | 239.60 | 138.50 | 182.90 | 265.88 | 163.22 | 105.86 |
| MIN | 184.90 | 55.40 | 75.30 | 265.57 | 160.02 | 102.36 |