Bonneville Dam & Lake on Columbia River
April 2025
Day of Month | Total Generation MWh | Average Generation MW | Station Use MWh | Inflow kcfs | Total Outflow kcfs | Generation Flow kcfs | Spill kcfs | Midnight Reservoir Elevation | Average Forebay Elevation | Average Tailwater Elevation | Average Head feet | Project Average Tailwater | 2nd Powerhouse Total MWh | 2nd Powerhouse Flow kcfs |
1 | | | | 243.00 | 242.00 | 191.40 | 38.20 | 73.00 | 72.90 | 20.60 | 52.30 | 20.40 | | 134.10 |
2 | | | | 223.10 | 207.10 | 183.50 | 11.20 | 74.70 | 73.80 | 18.70 | 55.10 | 18.60 | | 128.90 |
3 | | | | | | | | | | | | | | |
4 | | | | | | | | | | | | | | |
5 | | | | | | | | | | | | | | |
6 | | | | | | | | | | | | | | |
7 | | | | | | | | | | | | | | |
8 | | | | | | | | | | | | | | |
9 | | | | | | | | | | | | | | |
10 | | | | | | | | | | | | | | |
11 | | | | | | | | | | | | | | |
12 | | | | | | | | | | | | | | |
13 | | | | | | | | | | | | | | |
14 | | | | | | | | | | | | | | |
15 | | | | | | | | | | | | | | |
16 | | | | | | | | | | | | | | |
17 | | | | | | | | | | | | | | |
18 | | | | | | | | | | | | | | |
19 | | | | | | | | | | | | | | |
20 | | | | | | | | | | | | | | |
21 | | | | | | | | | | | | | | |
22 | | | | | | | | | | | | | | |
23 | | | | | | | | | | | | | | |
24 | | | | | | | | | | | | | | |
25 | | | | | | | | | | | | | | |
26 | | | | | | | | | | | | | | |
27 | | | | | | | | | | | | | | |
28 | | | | | | | | | | | | | | |
29 | | | | | | | | | | | | | | |
30 | | | | | | | | | | | | | | |
|
TOT | | | | | | | | | | | | | | |
AVG | | | | 233.05 | 224.55 | 187.45 | 24.70 | 73.85 | 73.35 | 19.65 | 53.70 | 19.50 | | 131.50 |
|
MAX | | | | 243.00 | 242.00 | 191.40 | 38.20 | 74.70 | 73.80 | 20.60 | 55.10 | 20.40 | | 134.10 |
MIN | | | | 223.10 | 207.10 | 183.50 | 11.20 | 73.00 | 72.90 | 18.70 | 52.30 | 18.60 | | 128.90 |