FLOOD04121

• County: Garfield
• Community: Garfield Coutny
• Stream Name: Mitchell Creek
• Basin: Colorado Mainstem
• Title: HEC-2 Data
• Date: 2/12/1990
• Prepared For: State of Colorado
• Prepared By: CWCB
• Contract/PO #: &&
• Floodplain - Doc Type: Data ‎(general)‎

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02-12-90 15:46:47
SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS BANK ELEV
Q ClOB QCH QROe ALoe ACH ARCB VOL TWA LEFT /RIGHT
TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA
SLOPE XLOBL XLCH XLOBR ITRIAL IOC ICONT CQRAR TOPwID ENOST
3,00 1.13 5688.43 5688.43 ,00 5688.64 ,21 .28 ,06 5688.00
180. 99, 81. 0, 36, 18, 0, 4, 2, 5689.00
,16 2.73 4.61 ,00 ,060 .045 .045 ,000 5687.30 513.08
.038481 480. 620. 610. 20 19 0 ,00 116.21 629.28
FLOW DISTRIBUTION FOR SECNQ= 3.00 CWSEL= 5688.43

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PER Q:;;
AREA=
- VEL=

513.

1.0
1.1
1.7

600.
45.1
17.6
4,6

518.
53.8
35.1
2~8

635.

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CCHV= .600 CEHV= .800
*SECNO 4.100
) 7185 MINIMUM SPECIFIC ENERGY
3720 CRITICAL DEPTH ASSUMED

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3495 OVERBANK AREA ASSUMED NON-EFFECTIVE.ELLEA= 5711.00 ELREA= 5711.00
4,10 1. 4S 5692.45 5692.45 ,00 5692.97 .52 4.04 ,25 5692.00
180. 0, 180. O. O. 31. 0, 4, 3, 5692.00
,17 ,00 5,80 ,00 .060 .045 .060 .000 5691.00 650.00
.029634 120. 120. 120. 5 11 0 ,00 30.00 680.00
CCHV= .600 CEHV= ,800

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SPECIAL BRIDGE
SB XK XKOR eOFQ RDLEN Bwe BWP BAREA SS ELCHU ELCHD
,00 7,30 2,60 .00 4.80 .00 28,30 ,00 5702.00 569 I. 00
*SECNO 4,200
6070.LOW FLOW BY NORMAL BRIDGE
EGPRS: .000 EGLWC= 5704.099 ELLC= 5704.800 PCWSE= 5692.451 ELTRD= 5711.200

3301 HV CHANGED MORE THAN HVINS

3370 NORMAL BRIOGE.NRD= 11 MIN ELTRD= 5711.20 MAX ELLC= 5704.80

7185 MINIMUM SPECIFIC ENERGY

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