US Army Corps of Engineers

Hills Creek Dam

Tuesday April 9, 2019

New Date:

HourTotal Outflow cfsGeneration Flow cfsSpill cfsForebay ElevationTailwater ElevationAverage Head
1 9018 920 8020 1536.77 1231.03 305.74
2 9018 920 8020 1537.03 1231.05 305.98
3 9044 750 8190 1537.30 1231.06 306.24
4 9070 750 8250 1537.54 1231.05 306.49
5 9070 750 8250 1537.74 1231.06 306.68
6 9070 750 8250 1537.95 1231.05 306.90
7 9070 750 8250 1538.14 1231.10 307.04
8 9070 750 8250 1538.33 1231.07 307.26
9 9044 750 8220 1538.49 1231.08 307.41
10 8915 750 8090 1538.65 1230.99 307.66
11 8915 750 8090 1538.79 1231.03 307.76
12 8941 750 8120 1538.91 1231.05 307.86
13 8941 750 8120 1539.03 1230.97 308.06
14 8915 750 8090 1539.14 1230.94 308.20
15 8762 750 7930 1539.24 1230.86 308.38
16 8686 750 7860 1539.34 1230.83 308.51
17 8510 750 7860 1539.44 1230.74 308.70
18 8535 750 7700 1539.50 1230.76 308.74
19 8510 750 7700 1539.56 1230.74 308.82
20 8485 750 7680 1539.62 1230.78 308.84
21 8485 750 7650 1539.67 1230.76 308.91
22 8485 750 7650 1539.71 1230.77 308.94
23 8485 750 7650 1539.74 1230.78 308.96
24 8485 750 7650 1539.77 1230.76 309.01
AVG 8814 764 7981 1538.72 1230.93 307.80
MAX 9070 920 8250 1539.77 1231.10 309.01
MIN 8485 750 7650 1536.77 1230.74 305.74