US Army Corps of Engineers

Hills Creek Dam

Wednesday June 22, 2022

New Date:

HourTotal Outflow cfsGeneration Flow cfsSpill cfsForebay ElevationTailwater ElevationAverage Head
1 1525 1080 450 1530.59 1225.63 304.96
2 1525 1080 450 1530.58 1225.66 304.92
3 1525 1080 450 1530.58 1225.55 305.03
4 1535 1070 450 1530.57 1225.69 304.88
5 1525 1080 450 1530.57 1225.61 304.96
6 1544 1090 450 1530.56 1225.82 304.74
7 1506 1070 450 1530.56 1225.78 304.78
8 1488 1040 450 1530.55 1225.63 304.92
9 1469 1060 410 1530.55 1225.53 305.02
10 1414 1050 370 1530.54 1225.60 304.94
11 1396 1040 370 1530.54 1225.57 304.97
12 1396 1030 370 1530.54 1225.58 304.96
13 1309 1030 300 1530.54 1225.43 305.11
14 1334 1030 300 1530.54 1225.54 305.00
15 1326 1030 300 1530.54 1225.63 304.91
16 1317 1030 300 1530.54 1225.57 304.97
17 1343 1040 300 1530.55 1225.56 304.99
18 1352 1030 300 1530.55 1225.69 304.86
19 1334 1030 300 1530.55 1225.63 304.92
20 1317 1030 300 1530.54 1225.55 304.99
21 1300 1010 300 1530.54 1225.45 305.09
22 1309 1010 300 1530.54 1225.50 305.04
23 1317 1020 300 1530.54 1225.59 304.95
24 1309 1010 300 1530.54 1225.47 305.07
AVG 1405 1045 363 1530.55 1225.59 304.96
MAX 1544 1090 450 1530.59 1225.82 305.11
MIN 1300 1010 300 1530.54 1225.43 304.74
BUILDING STRONG®