Bonneville Dam
Monday February 16, 2026
| Hour | Total Outflow kcfs | Generation Flow kcfs | Spill kcfs | PH 1 Forebay Elevation | Tailwater Elevation | Average Head | Project Forebay Elevation | Stevenson Gage Elevation | Project Tailwater Elevation |
| 1 | 181.50 | 173.00 | 0.00 | 72.40 | 16.20 | 56.20 | 72.50 | 73.60 | 15.90 |
| 2 | 180.50 | 172.00 | 0.00 | 72.40 | 16.10 | 56.30 | 72.50 | 73.60 | 15.90 |
| 3 | 180.50 | 172.00 | 0.00 | 72.40 | 16.10 | 56.30 | 72.50 | 73.60 | 15.90 |
| 4 | 180.30 | 171.80 | 0.00 | 72.30 | 16.10 | 56.20 | 72.50 | 73.60 | 15.90 |
| 5 | 180.10 | 171.60 | 0.00 | 72.30 | 16.00 | 56.30 | 72.40 | 73.50 | 15.80 |
| 6 | 180.40 | 171.90 | 0.00 | 72.40 | 16.00 | 56.40 | 72.50 | 73.50 | 15.80 |
| 7 | 181.60 | 172.00 | 1.10 | 72.20 | 16.10 | 56.10 | 72.40 | 73.50 | 15.90 |
| 8 | 182.00 | 172.40 | 1.10 | 72.60 | 15.10 | 57.50 | 72.60 | 73.80 | 15.50 |
| 9 | 156.10 | 98.20 | 49.40 | 73.00 | 15.40 | 57.60 | 72.90 | 73.80 | 15.50 |
| 10 | 176.30 | 118.30 | 49.50 | 72.70 | 16.20 | 56.50 | 72.70 | 73.80 | 16.10 |
| 11 | | | | | | | | 73.80 | |
| 12 | | | | | | | | | |
| 13 | | | | | | | | | |
| 14 | | | | | | | | | |
| 15 | | | | | | | | | |
| 16 | | | | | | | | | |
| 17 | | | | | | | | | |
| 18 | | | | | | | | | |
| 19 | | | | | | | | | |
| 20 | | | | | | | | | |
| 21 | | | | | | | | | |
| 22 | | | | | | | | | |
| 23 | | | | | | | | | |
| 24 | | | | | | | | | |
|
| AVG | 177.93 | 159.32 | 10.11 | 72.47 | 15.93 | 56.54 | 72.55 | 73.65 | 15.82 |
|
| MAX | 182.00 | 173.00 | 49.50 | 73.00 | 16.20 | 57.60 | 72.90 | 73.80 | 16.10 |
| MIN | 156.10 | 98.20 | 0.00 | 72.20 | 15.10 | 56.10 | 72.40 | 73.50 | 15.50 |
| |
Powerhouse 1 |
Powerhouse 2 |
Project |
| Hour | Generation Flow kcfs | Forebay Elevation | Forebay Elevation | Generation Flow kcfs | Spillway Gates in Use | Miscellaneous Flow kcfs* |
| 1 | 80.70 | 72.4 | 72.5 | 92.30 | 0 | 8.5 |
| 2 | 80.40 | 72.4 | 72.5 | 91.60 | 0 | 8.5 |
| 3 | 80.20 | 72.4 | 72.5 | 91.80 | 0 | 8.5 |
| 4 | 80.30 | 72.3 | 72.5 | 91.50 | 0 | 8.5 |
| 5 | 80.40 | 72.3 | 72.4 | 91.20 | 0 | 8.5 |
| 6 | 80.40 | 72.4 | 72.5 | 91.50 | 1 | 8.5 |
| 7 | 80.30 | 72.2 | 72.4 | 91.70 | 1 | 8.5 |
| 8 | 80.70 | 72.6 | 72.6 | 91.70 | 1 | 8.5 |
| 9 | 6.70 | 73.0 | 72.9 | 91.50 | 15 | 8.5 |
| 10 | 25.70 | 72.7 | 72.7 | 92.60 | 1 | 8.5 |
| 11 | | | | | | |
| 12 | | | | | | |
| 13 | | | | | | |
| 14 | | | | | | |
| 15 | | | | | | |
| 16 | | | | | | |
| 17 | | | | | | |
| 18 | | | | | | |
| 19 | | | | | | |
| 20 | | | | | | |
| 21 | | | | | | |
| 22 | | | | | | |
| 23 | | | | | | |
| 24 | | | | | | |
|
| AVG | 67.58 | 72.5 | 72.5 | 91.74 | 2 | 8.5 |
|
| MAX | 80.70 | 73.0 | 72.9 | 92.60 | 15 | 8.5 |
| MIN | 6.70 | 72.2 | 72.4 | 91.20 | 0 | 8.5 |
* Miscellaneous Flow includes fish ladders, PH1 sluiceway, navigation lock,
PH2 DSM, UMT, and PH2 corner collector (B2CC). When all routes are in
operation (March-August), total Misc Flow will be ~12.4 kcfs. Flow through
the B2CC is ~5 kcfs, so fluctuations of +/-5 kcfs at any time of year
indicate the B2CC is open/closed.