FLOOD04135

• County: Eagle
• Community: Redcliff
• Stream Name: Turkey Creek
• Basin: Colorado Mainstem
• Title: HEC-2 Data
• Date: 9/11/1978
• Prepared For: CWCB
• Prepared By: CWCB
• Contract/PO #: &&
• Floodplain - Doc Type: Data ‎(general)‎

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~1~~. ,'11EC2 RELEASCDATEO NOV .76UPOATED FEa 1977
(., ERROR CORR - 01 )
"~"P""'MODIFICATION- 50.51.52 ;
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NOTE- ASTERIS", {*l AT LEFT OF CROSS-SECTION NUMaER INDICATES MESSAGE IN SUMM~RV OF FRRORS LIST
10 YR
SUMMARy PRINTOUT TARLE 150.
SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10K*S VCH ARFA . 0 l~
. 11.000 0.0 0.0 0.0 8613.90 1000.00 8617.52 6617 .52 . 6618.50 117.42 9,49 215.23 '92.
11.000 0.0 0.0 0.0 8613.90 J320.00 6616.00 6618.00 6619.07 115.31 10.22 . 27q.77 l"2.
* 11.000 0.0 0.0 0.0 8613.90 480.00 6618.21 86 6.21 6619.32 115.43 0.57 309.91 37.
* 11.000 0.0 _0.0 _ 0.0 6613.90 1690.00 8616.45 6616.45 8619.62 .,117.26 11.04 346.34 u 156.
...-- * 13.000 rD' 00 0.0-- 0.0 6"16.50 526.00 8619.45 8619.45 8620.11 127.80 7;59 p8.23 46,
* 13.000 00.00 0.0 0.0 8616.50 720.00 86 9.79 8619.79 8620.54 136.06 8.42 Q.68 61.
* 13.000 00.00 0.0 0.0 8616.50 795.00 8619.89 8" <;1.89 8620.68 139.74 8.73 60.12 67.
* 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,
* 24.000 200.00 0.0 0.0 8622.40 526.00 8625.34 6625.34 6626.69 195.70 9.49 61.20 37.
* 24.000 200,00 0.0 0.0 8622.40 720.00 8625.99 8625.99 8627.64 85.35 10.55 7(...87 52,
. 24.000 200.00 0.0 0.0 8622.40 795.00 8626.22 8626.22 8627.98 182.46 10.91 82.63 5A.
* 24.000 200.00 0.0 0.0 8622.40 955.00 8626.63 8626.63 8628.66 85.27 11.76 93.13 700
* 25.000 230.00 0.0 0.0 8628.40 526.00 8632.51 8632.51 8634.13 176019 11.07 6A.AS 3,Q,
. 25.000 230.00 0.0 0.0 8628.40 685.00 8633.1S 8633.15 8635.05 114.07 12013 8~.O9 51<
* 25.000 230.00 0.0 0.0 862A.40 725.00 8633.35 R633.3S 8(,35.27 166.98 12.?? 90.47 56.
* 25.000 230.00 0.0 0.0 8628.40 803.00 8633.66 8633.66 8635.67 (,1.99 12.56 99.31 63.
2".100 40.00 0.0 0.0 8630.30 435.00 8634.45 0.0 8634.93 61.46 5.51 7A.94 5?
26.100 40.00 0.0 0.0 8"30.30 534.00 8635.43 0.0 8635.89 55'15 S.4.R 97.48 71
26.100 40.00 0.0 0.0 B630.30 552.00 8635.64 0.0 8636.~0 52. 3 5.44 101.54 H,
26.100 40.00 0.0 0.0 8630.30 572.00 8636.09 0.0 8636. 1 44.57 S. p~ 110.42 AS,
26.200 42.00 8636.90 8634.90 8"31.30 435.00 8635.82 0.0 A636.?~ 52.\ I 5.04 86.25 60
2".200 42.00 8636.90 8634.90 8631.30 5"9.00 8637.76 0.0 8638.0 30.23 4.61 125.14 103
2".200 42.00 8636.90 8b34.90 8631.30 622.00 B638.1I 0.0 8b3A.46 30.04 4.7" 132.86 II:>,
26.200 42.00 8636.90 Ilb34.90 8631.30 720.00 8638. n 0.0 8639.14 29.41 5.00 146.95 132.
* 27.00~ 200.00 0.0 0.0 A63b.20 526.00 8639.42 8639.42 8639.87 108.47 6.85 192.59 50.
* 27.000 200.00 0.0 0.0 8636.20 720.00 863Q.63 8639.63 8640.18 133.Q6 7.q~ 231.\7 f:>?
* 27.000 200.00 0.0 0.0 8636.20 795.00 8639.68 8639.68 8b40.29 148.30 11.45 240.65 f,~
* 27.000 200.00 0.0 0.0 8636.20 955.00 8639.89 8639.89 8640.50 146.60 8.76 i?RO.16 7C
,
* 28.000 210.00 0.0 0.0 863g.4-0 514.00 8642.45 8(,4?45 8643.99 25~.25 9.95 51.71 'I"
.<
28.000 210.00 0.0 0.0 8639.40 .592.00 8642.79 H6'.2.77 8644.4'> 244.A4 10.33 ~7.37 37
2B.OOO 210.00 0.0 0.0 8hJ':h40 ,613.1)0 R64?98 0.0 8644.S7 2?2.81 10.14 60.48 41
28.000 210.00 0.0 0.0 8~39.40 bH9.00 U6/t3.14 8"43.07 P,644.~H 242.20 10.s" 63.,49 44