FLOOD07235

• County: Garfield
• Community: Parachute
• Stream Name: Parachute Creek, Colorado River
• Basin: Colorado Mainstem
• Title: HEC-2 Technical Addendum Parachute Creek
• Date: 10/1/1989
• Prepared For: Parachute
• Prepared By: Langford & Associates
• Floodplain - Doc Type: Data

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04-Z:Ill-99 lS:tZl'ZI: 17 PAGE 23 ~
SEnm DEPTH C~ISEL CRIWS WSELK EG HV HL GLOSS BANK ELEV
D DLOB OCH DROB ALOB ACH AROB VOL TWA LEFT/RIGHT
TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA
Sl. (IPE XlOBL XLCH XLOBR !TRIAL IDC ICONT CORAR TOPWID ENDST
-lISELHO 5.000
:::;:'E~ L'I'/WED FLOW
5.00 J.31 5illBiZI.l1 .00 .00 5080.49 .3B 2.96 .12 5\Z1B'~. Q'0
51711/l0. 0. 2835. 2164. I. 477. 657. 20. II. 5078.00
.04 .35 5.95 3.29 .070 .050 .070 .000 5076. 80 385.89
.01,:4';-3 170. 170. 170. 3 0 0 .00 778.32 1284.51
.Sf-.U~O 6.000
6.00 2.34 5083.34 .00 .00 5083.59 .25 3.06 .04 5084.00
5l{l00. 0. 5000. 0. 0. 1237. 0. 27. 16. 5084.00
.05 .00 4.04 .00 .070 .050 .070 .000 508 I. 00 364.77
. III \ 11'37 400. 261('1, 260. 4 0 0 .00 849.54 1214.31
*!:ECIIU i.l2l1Z1tl1
7185 MINIMUM SPECIFIC ENERGY
?-720 CRITICAL DEPTH ASSUMED
7.00 3.06 51l188.0E. 5088.06 .00 5088.57 .51 4.B3 .13 5086.lZ1il'1
5000. 1288. 2494. 1218. 382. 333. 441. 36. 24. 5086.00
.07 3.37 7.48 2. 76 .070 .050 .070 .000 5085.00 9.68
.01B12l65 510. 320. 320. 3 11 0 .00 1238.52 1248.20
-lI-SECNO 8.000
8.00 3.27 5090.27 .00 .00 5090.39 .11 1.70 .12 5088.'l1iZ1
51300. 9. 3922. 1069. 7. 1340. 668. 45. 31. 51390.00
.10 1.35 2.93 1.60 .070 .050 .070 .000 5087.00 4.30
. ~'l1i'1~,770 1121121. 270. 23121. 3 0 0 .00 1312.37 1316.57
.S[l)'ID .:'::.5.200
3685 20 TRIALS ClTTEMPTED WSEL,CWSEL
3693 PROBABLE MINIMUM SPECIFIC ENE:RGY
-3721l1 CRITICAL DEPTH ASSUMED
22:.5.20 1. 22 50'35.52 5095.52 .00 5095.95 .43 1.00 .16 50'35.4121 -,
5\71tZIQI. 1. 4'333. 0. 2. 951. 0. 49. 34. 50'3E..5121
.10 .E.5 5.2E. .00 .070 .050 .1217121 .000 5094.30 374.23
. 1?1~9;;~55 90. 11121. 15\21. 20 22 0 .00 1158.23 1532.45 '1
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