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<br />-------------------
<br />
<br />TABLE NO.2
<br />
<br />DISCHARGE/ELEVATION VALUES OF SURFACE FLOWS
<br />
<br />HEC-2 STATION' 10-YEAR EVENT 50-YEAR EVENT 100-YEAR EVENT 500-YEAR EVENT
<br />CROSS SECTION DISCHARGE ElEV.2 DISCHARGE ELEV.2 DISCHARGE ELEV.2 DISCHARGE ELEV -
<br /> C efs) Cefs) Ccfsl Cefs)
<br />20 66+30 13 8,489.17 41 8,489.76 108 8,490.15 282 8,491.04
<br />21 67+40 13 8,506.21 41 8,507.00 108 8,507.52 282 8,508.23
<br />22 69+00 51 8,518.26 143 8,518.93 212 8,519.32 392 8,520.18
<br />23 72+50 51 8,545.17 143 8,546.16 212 8,546.84 392 8,548.07
<br />24.1 73+30 51 8,558.15 143 8,559.42 212 8,560.11 392 8,561.48
<br />24.4 74+00 51 8,571. 76 143 8,572.24 212 8,572.51 392 8,573.05
<br />25 74+70 51 8,571. 76 143 8,572.25 212 8,572.52 392 8,573.08
<br />26 78+00 51 8,603.73 143 8,604.56 212 8,605.03 392 8,606.02
<br />27 80+50 51 8,631.57 143 8,632.25 212 8,632.60 392 8,633.32
<br />28 84+00 51 8,651.48 143 8,652.17 212 8,652.54 392 8,653.31
<br />29.1 85+40 51 8,666.34 143 8,667.68 212 8,668.39 392 8,669.79
<br />29.4 86+20 23 8,669.34 71 8,671.52 107 8,671.62 336 8,672.47
<br />30 86+50 23 8,670.99 71 8,671.57 107 8,671.84 336 8,672.91
<br />31 90+00 23 8,689.68 71 8,690.09 107 8,690.28 336 8,691.21
<br />32 94+50 15 8,722.43 41 8,722.77 54 8,722.89 365 8,724.37
<br />33 99+00 15 8,748.44 41 8,748.72 54 8,748.84 365 8,750.02
<br />
<br />'Distance in hundreds of feet upstream from the confluence with North Clear Creek.
<br />2Elevations in map datum. (Ray & Associates 1"=100', 2' contour map.)
<br />3Actual surface flow rate is 0 cfs, but 1 cfs was used in HEC-2 to allow computations to proceed.
<br />
<br />15
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