FLOOD10377 ‎(2)‎

• County: Weld
• Community: Fort Collins
• Stream Name: Cache La Poudre River
• Title: Volume II - Hydraulic Analysis for the Cache La Poudre River between Timnath Diversion Dam and College Ave. - Table of Contents and Appendix G.1
• Date: 4/11/2006
• Prepared For: Fort Collins
• Prepared By: Anderson Consulting Engineers, Inc.
• Floodplain - Doc Type: Floodplain Report/Masterplan

.! ********* 11.11 4961.81 .00 .00 4961.93 .12 .04 .00 4966.00
5450. O. 5450. O. O. 1956. O. 328. 108. 4970.00
.62 .00 2.79 .00 .000 .035 .000 .000 4950.70 7904.67
.000596 15. 15. 15. 0 0 0 .00 441.37 8346.04
0
CCHV= .300 CEHV= .500
*SECNO 232222.000
3495 OVERBANK AREA ASSUMED NON-EFFECTIVE. ELLEA= 4964.00 ELREA= 4964.90
********* 6.02 4962.52 .00 .00 4962.71 .19 .75 .03 4964.00
5450. O. 5450. O. O. 1564. O. 376. 117. 4964.90
.71 .00 3.49 .00 .000 .035 .000 .000 4956.50 9230.20
.000651 320. 1200. 1470. 3 0 0 .00 259.87 9490.07
0
*SECNQ 232227.000
3301 HV CHANGED MORE THAN HVINS
3685 20 TRIALS ATTEMPTED WSEL,CWSEL
3693 PROBABLE MINIMUM SPECIFIC ENERGY
3720 CRITICAL DEPTH ASSUMED
3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 4964.00 ELREA= 4964.90
********* 2.66 4964.16 4964.16 .00 4965.08 .92 .01 .37 4964.00
5450. 42. 5408. O. 76. 699. O. 376. 117. 4964.90
.71 .55 7.74 .00 .083 .035 .000 .000 4961. 50 8717.99
.010952 5. 5. 5. 20 14 0 .00 772.09 9490.08
10/16/93 19:40:25 PAGE 30
SECNO DEPTH CvJSEL CRIVlS vlSELK 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 SSTp.
SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COF.AF. TOPvlID ENDST
*SECNO 233367.000
3301 HV CHANGED MORE THAN HVINS
3685 20 TRIALS ATTEMPTED WSEL,CWSEL
. 3720 CRITICll.L DEPTH ASSUMED
********* 6.84 4965.54 4965.54 .00 4968.26 2.72 12.95 .90 4966.80
5450. O. 5450. O. O. 412. O. 392. 128. 4966.20
.73 .00 13.24 .00 .000 .035 .000 .000 4958.70 9168.31
.011798 1105. 1140. 965. 20 21 0 .00 81. 05 9249.36
0
CCHV= .300 CEHV= .500
*SECNO 234557.000
3265 DIVIDED FLOW
3301 HV CHANGED MORE THAN HVINS
3302 vIARNING: CONVEYANCE CHANGE OUTS IDE OF ACCEPTABLE RANGE, KRATIO = 2.97
********* 8.69 4971.99 .00 .00 4972.49 .51 3.57 .66 4968.00
5550. 617. 4582. 351. 574. 731. 415. 418. 139. 4968.00
.80 1. 07 6.27 .85 .075 .035 .075 .000 4963.30 8440.07
.001386 920. 1190. 1020. 4 0 0 .00 860.69 9599.86
0
CCHV= .300 CEHV= .500
*SECNO 235947.000
3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .59
3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 4979.00 ELREA= 4978.50
********* 8.95 4974.85 .00 .00 4975.74 .89 3.05 .19 4978.90
5550. O. 5550. O. O. 734. O. 458. 156. 4978.50
.85 .00 7.56 .00 .000 .035 .000 .000 4965.90 8492.51
.003953 1550. 1390. 1270. 2 0 0 .00 150.79 8643.30
10/16/93 19:40:25 PAGE 31
SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV
Q QLOB QCH QROB ALOB ACH AROB VOL TvlA LEFT/RIGHT
TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA
SLOPE XLOBL XLCH XLOBR I TRIAL IDC ICONT COF.AF. TOPWID ENDST
. *SECNO 237147.000
3470 ENCROACHMENT STATIONS= .0 8200.0 TYPE- 1 TARGET= 8199.999
********* 7.65 4979.45 .00 .00 4980.65 1.20 4.76 .15 4986.00
17