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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11/30/:::=:7 1:3:42:08 PAGE 21
SEct~() DEPfH CWSEL CRIWS WSEU( EG HV HL OLOSS BANK ELEV
Q QLOB QCH QROB ALOB ACH AROB VOL TWA LEFT/RIGHT
TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA
SL.OPE ){LOBL NLCH }-{LOBR !TRIAL IDC ICONT CORAR HWWID ENDST
.ItPROF . ~,
*!3ECNO 226.000
:32'~,!::; DIVIDED FLOlfJ
226.00 1:3.55 5053.75 .00 5055.00 5054.19 .44 .00 .00 50':':.2.20
35300. O. 34491. 809. O. 6415. 599. O. O. 505:3.30
.00 .00 5.3:::: 1.35 .050 .035 .050 .000 5040.20 486.64
.00134:3 O. O. O. (, 0 4 .00 1510.76 20:30.54
*SECNO 227.000
3280 CROSS SECTION 2:2.7.00 E}{TENDED .51 FEET
3685 20 TRIALS ATTEMPTED WSEL,CWSEL
3693 PROBABLE MINIMUM SPECIFIC ENERGY
::;:-r20 CRITICAL DEPTH ASSUMED
227.00 10.41 5059.01 5059.01 .00 50'59.93 .91 1.68 .00 5054.00
10000. 2969. 49:37. 2044. 1558. 468. 957. 115. 35. 5054.70
.04 1.91 10.6"7 2.14 .075 .O~:7 .100 .000 5048.60 750.00
.004354 1100. 1040. 760. 20 17 0 .00 1549.78 22:99.78
~-SECNO 22:::.000
7185 MINIMUM SPECIFIC ENERGY
37~~O CRITICAL DEPTH ASSUMED
22::;:.00 8.74 5065.64 5065.64 .00 5066.40 .77 5.72: .00 501';.4.40
10000. 4305. 5160. 535. 1697. 543. 353. 175. 1:"7. 5063.70
.09 2:.54 9.51 1.52: .075 .037 .100 .000 505<E..90 1584.65
.oorr26 900. 1120. 860. '7 10 0 .00 1529.41 ;:::114.06
cnN= .:300 CEHV= .500
*SECNU 229.000
3301 HV CHANGED MOF~E THAN HVINS
"r185 MINIMUM SPECIFIC ENERGY
37,:0 CRllICAL DEPTH ASSUMED
229.00 11.36 5076.66 5076.6.t, .00 5078.33 1.67 9.43 .45 5071.::::0
10000. ::::396. 6604. o. 977. 527. O. 224. 88. 5077.60
.1::::: 3.47 12.53 .00 .075 .037 .075 .000 5065. :30 227.2::3
.00-71 :::::5 :340. 1560. 1100. 4 11 0 .00 465.6:3 6':;/2.91

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