FLOOD04953

• County: Eagle
• Community: Redcliff
• Stream Name: Eagle River
• Basin: Colorado Mainstem
• Title: HEC-2 Data
• Date: 12/15/1978
• Prepared For: Eagle County
• Prepared By: CWCB
• Contract/PO #: &&
• Floodplain - Doc Type: Data ‎(general)‎

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10 YR
;UMMARy PRINTOUT TABLE 150
SI'CNO Q CWSEL [)IFWSP DIFWSX [)IFKWS TOPWID XLCH
11.000 1000.00 B617 .52 0.0 0.0 0.02 126.46 0.0
11.000 1320.00 8618.00 0.0 0.0 0.0 142.20 0.0
11.000 1480.00 8618.21 0.0 0.0 0.01 148.98 0.0
11.000 1690.00 8618.45 0.24 0.0 0.05 156.79 0.0
13.000 526.00 8619.45 0.0 1.93 0.0 92.30 100.00 V
13.000 720.00 8619.79 0.0 .79 0.0 94.99 00.00
13.000 795.00 8619.89 0.0 1.69 0.0 95.86 100.00
13.000 955.00 8620.08 0.18 1.63 0.0 97.33 100.00
24.000 526.00 8625.34 0.0 5.89 0.0 23.56 200.00 I
24.000 720.00 8625.99 0.0 6.21 0.0 24.78 200.00
24.000 795.00 8626.22 0.0 6.33 0.0 25.22 200.00
24.000 955.00 8626.63 0.41 6.55 0.0 25.99 200.00
25.000 526.00 8632.51 0.0 7.17 0.0 24.37 230.00 "
25.000 685.00 8633.15 0.0 7.16 0.0 26.65 ?30.00
25.000 725.00 863~.35 8:~2 t.13 0.0 ~7.31 230.00
25.000 803.00 863 .66 .03 0.0 8.5 230.00 ,~
26.100 435.00 8634.45 0.0 1.94 0.0 r.09 40.00
26.W 534.00 8635.43 0.0 ~.28 0.0 9.12 40.00
~~: 08 ~;2.00 8635.64 0'2 .29 0.0 9.p 40.08 ' .,;, ~ ! I
2.00 8636.09 O. 5 2.42 0.0 1. 5 40.0
-.-.....
26'~80 335.00 8635.82 0.0 1.~7 0.0 ~r:t8 42.00
26. 0 69.00 86f.76 0.0 2. 4 0.0 42.00 .~::.
26.200 622.00 86 8.11 0.0 2.48 0.0 1.71 42.00
26.200 720.00 8638.76 0.64 2.67 0.0 21.75 42.00 .-.::.:":
27.000 523.00 8639.4~ 0.0 3.60 0.0 185.96 200.00 ~''''i
27.000 72 .00 B639.6 0.0 1.87 0.0 86.73 200.00 ,It.;
27'800 795.00 8639.68 ...0.0 1.57 0.0 186.92 200.g0 ..
27. 00 955.00 8639.89 0.21 1.13 0.0 87.70 200. 0
28.000 514.00 8642.45 0.0 3.03 0.0 16.95 210.00
28.000 592.00 8642.79 0.0 3.16 0.0 16.96 210.00
28.000 613.00 8642.98 0.0 3.~0 0.0 16.96 210.00
28.000 689.00 8643.14 0.17 3. 5 0.0 6.91 210.00 '"f
28.100 514.00 8642.7~ 0.0 0.32 0.0 r'9~ 1.00 __ -iJ
28.1 00 ~9~.00 864~'1 0.0 g:~~ 0.0 6.9 t.OO '.
~8'100 A .00 864 . 9 o.~ 8.0 6.9l .00 ':[;1
8. 00 6 9.00 8643.43 O. 4 O. 9 .0 6.9 .00 =~
29.000 514.00 8643.12 0.0 0.3~ 0.0 p.oo 19.00
29.000 592.00 8643.45 0.0 0.3 0.0 7.00 9.00
29.000 613.00 8643.50 0.0 0.32 0.0 17.00 19.00
29.000 689.00 8643.77 0.27 0.34 0.0 17.00 19.00
..
29'100 ~14.00 8643.35 0.0 0.23 0.0 17.00 1.00 ,"'iI!
29. 00 92.00 8643.68 0.0 0.23 0.0 17.00 1.00
29.100 613.00 8643.84 0.0 0.34 0.0 17.00 1.00 -=1
. ..