US Army Corps of Engineers

John Day Dam

Friday April 19, 2019

New Date:

HourTotal Outflow kcfsGeneration Flow kcfsSpill kcfsForebay ElevationTailwater ElevationAverage Head
1 204.40 51.00150.80 263.31 159.63 103.68
2 202.60 51.00150.80 263.41 159.74 103.67
3 202.80 51.20150.80 263.40 159.83 103.57
4 202.60 51.00150.80 263.41 159.83 103.58
5 202.80 54.40147.60 263.41 159.93 103.48
6 198.30 130.80 64.90 263.41 161.14 102.27
7 220.30 149.60 69.90 263.31 161.54 101.77
8 217.60 146.80 70.00 263.51 160.44 103.07
9 218.10 70.60146.70 263.31 160.34 102.97
10 220.40 66.90150.90 263.41 160.25 103.16
11 219.10 67.40150.90 263.21 160.34 102.87
12 219.10 67.40150.80 263.51 160.43 103.08
13 218.70 67.00150.90 263.61 160.34 103.27
14 219.10 67.40150.90 263.71 160.33 103.38
15 219.40 67.70150.90 263.71 160.53 103.18
16 240.00 88.30150.90 263.51 161.04 102.47
17
18 262.60 111.70150.10 263.61 161.74 101.87
19 258.90 173.60 84.50 263.71 161.84 101.87
20 262.10 176.30 83.20 263.71 161.94 101.77
21 260.20 176.20 83.20 263.71 161.63 102.08
22
23
24
AVG 223.45 94.31127.97 263.49 160.64 102.85
MAX 262.60 176.30150.90 263.71 161.94 103.68
MIN 198.30 51.00 64.90 263.21 159.63 101.77