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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HEC2 RELEASE DATED NOV 76 UPDATED FEB 1977
ERROR CORR - 01
MODIFICATION - 50.51,52
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10TE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF FRRORS LIST
10 YR
'UMMARY PRINIOUT TARLE 150
SECNO XLCH ELTRO ELlC ElMIN Q CWSEL CRIWS EG 10K*S VCH ARFA .OlK
11,000 0,0 0,0 0.0 8613.90 1000.00 8617.52 8617.52 8618.50 117.42 9.49 2,5,23 92.28 --
11,000 0.0 0.0 0.0 86U.9O mO:88 8618.~~ m3:~0 8619.07 p5.31 10.2, 19'77 i~~:~~
11.000 0.0 0.0 0,0 86 .90 1698.00 8618. 8618.4~ B6 9.3~ 1~.43 10.5 09.91 'i'
11.000 0.0 0.0 0.0 B613.90 8618.45 8619.6 I .26 11.04 46.3 56.07
13.000 100.00 0.0 0.0 8616'~8 5~6.00 8619.45 8619.45 8620.11 1~7.80 7.59 W.23 46.~3
p.OOO 100.00 0.0 0.0 8616. 7 0.00 86 9.79 86 9.79 3620.54 I 6.06 8.42 <).68 6,' 3 ;\
3.000 00.00 0.0 0.0 8616.50 795.00 8619.89 86 9.89 620.68 139.74 8.73 60.12 6 .25
13.000 100.00 0.0 0.0 8616.50 955.00 8620.08 8620.08 8620.97 153.27 9.47 177.86 77.14
24.000 200.00 0.0 0.0 8622.40 f~8:88 86~5.34 86~~.34 86~6.69 m:~2 9.49 ~1.~0 n.6O ' ':i~
24.000 ~OO.OO 0.0 0.0 8622.40 86 5.99 86 .99 86 7.64 10.55 6. 7 .89
24.000 00.00 0.0 0.0 8622.40 795.00 8626.22 8626.2~ 86~7.98 i8~.46 If.9~ 82.63 58.85 ---~
24.000 200.00 0.0 0.0 8622.40 955.00 8626,63 8626.6 86 8.66 8 ,27 I .7 93.13 70.Tl'iu -
25.000 230.00 0.0 0.0 8628,40 52l!>.00 8632.51 863~.51 8634.1~ P6'A9 p.07 68.85 39.63 ,-:i.
25.000 230.00 0.0 0.0 8628.40 685.00 8633.~5 863 .15 8635.0 74. 7 2.13 85.09 51.92
25'800 ~~o.oo 0.0 8.0 8628.40 725.08 863~. 5 8633.35 32~~:~~ i66.9S U:~~ 98.47 56'A~.
25. 00 0.00 0.0 .0 8628.40 803.0 863 .66 8633.66 61.9 9 .31 63. :!:f
26.100 40.00 0.0 ,<0.0 8630.30 435.00 8634.45 0.0 8634.93 67.46 5.5A 78.94 52.96
26'lOO 40.00 0.0 0.0 8630.30 534.00 8635.43 0.0 8635.89 55'15 5.4 97.48 U:9!
26. 08 40.00 0.0 0.0 8630.38 ~12.00 8635.64 0'8 86~6.~0 5~. 3 5.44 101.54 'C_
26. 0 40.00 0.0 0.0 8630.3 2.00 8636.09 O. 86 6. 1 4 .57 5.1'~ 11(\.42 l\5Jf\ .
26.200 42.00 8636.90 8634.90 8631.30 435'80 8635.~~ 0.0 8636.2~ 52'B 5.04 86.25 6~.2~
26.~00 42.00 8636.90 8634.90 863 .30 569. 0 8637. 0.0 8638.0 30. 4.6~ 1~5'A4 10 .4..
26. 00 42.00 8636.90 8634.90 8631.30 622.00 8638.p 0'8 8638.46 30.04 4.7 I 2. 6 1~3.48 ...........
26.200 42.00 8636.90 8634.90 8631.30 720.00 8638. 6 O. 8639.14 29.41 5.00 146.95 1 2. 17_-=--=
27'800 200.00 0.0 0.0 8636.20 526.00 86~9.4~ 86~9.4~ 8639.87 108.47 6.85 ~92-r 50.50.:o1i
27. 00 200.00 0.0 0.0 8636.20 72~.00 86 9.6 86 9.6 8640. ~8 13~.96 7.95 31. 7 6~.2A ..
27.000 200.00 0.0 0.0 863l!>.20 79 .00 8639.68 8l!>39.68 8640. 9 14 .30 8.45 240. '5 6 2--'
27.000 200.00 0.0 0.0 8636.20 95 .00 8639.89 8639.89 8640.50 146.60 8.76 280.16 78:87 --
28.000 210.00 0.0 0.0 8639.40 514.00 8642.45 8642.45 8643.99 255.25 9.95 51.71 .,'il
28.000 210.00 0.0 0.0 8639.40 592.00 8642.79 8642.77 8644.45 244.84 10.p 57.37 ~~:~~u-:l
28.000 ~IO.OO 0.0 0.0 8639.40 613.00 8642.98 0.0 8644.57 222.81 10. 4 60.48 41.0 '
28.000 10.00 0.0 0.0 8639.40 669.00 8643.14 8643.07 8644.98 242.20 10.86 63.49 44.27.'1