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

.' 3265 DIVIDED FLOW

3301 HV CHANGED MORE TillU; HVINS

3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 2.88

3470 ENCROACHMENT S TAT IONS= 9345.0 112BO.0 TYPE~ 1 TARGET~ -9345.000
********* 10.44 4994.84 .00 .00 4995.42 .58 3.99 .38 5000.90
5550. O. 5473. 77. O. B91. 101. 534. 171. 4996.50
1. 02 .00 6.14 .76 .000 .035 .060 .000 49B4.40 9370.09
.001509 975. 1200. lOBS. 6 0 0 .00 276.31 9860.26
0
CCHV= .300 CEHV= .500
*SECNO 241237.000
3470 ENCROACHMENT STATIONS~ 7580.0 B878.1 TYPE= 1 TARGET= 1298.100
********* 8.85 4996.75 .00 .00 4997.78 1. 02 2.13 .22 5003.00
5700. O. 5700. O. O. 702. O. 555. 175. 100000.00
1. 06 .00 8.12 .00 .000 .035 .000 .000 4987.90 8795.05
.002676 950. lOBO. 920. 3 0 0 .00 83.01 BB78.06

SPECIAL BRIDGE

SB XK
1.25

XKOR
1.56

COFQ RDLEN BWC BWP BAREA SS ELCIIU ELCHD
2.60 .00 83.00 1. 00 960.00 .00 49B7.90 4987.90
4996.72 BRIDGE VELOCITY= 7.88 CALCULATED CHANNEL AREA~ 724.
H3 QWEIR QLOW BAREl>. TRAPEZOID ELLC EL TRD WEIRLN
AREl>.
.06 O. 5700. 960. 935. 4999.30 5002.00 O.

*SECNO 241267.000
C~.SS A LOW FLOW

3420 BRIDGE W.S.~

EGPRS EGLWC

.00 4997.B2

3470 ENCROACHMENT STATIONS= 7 5BO. 0 B878.1 TYPE= TARGET~ 1298.100
1
eJ 10/16/93 19:40:25
SECNO DEPTH CWSEL CRIWS WSELK 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
SLOPE XLOBL XLCH XLOBR I TRIAL IDC ICONT COR.n.R TOPWID ENDST
********* 8.91 4996.B1 .00 .00 4997. B2 1. 01 .04 .00 5003.00
5700. O. 5700. O. O. 707. O. 555. 176. 100000.00
1. 06 .00 B.06 .00 .000 .035 .000 .000 4987.90 8795.05
.002622 30. 30. 30. 0 0 0 .00 83.01 BB78.06
0
CCHV~ .300 CEHV= .700
* SECNO 241567.000

3470 ENCROACHMENT STATIONS~ 75BO.0 8878.1 TYPE~ 1 TARGET= 129B .100
********-r 7.78 4997.6B .00 .00 4999.02 1. 34 .97 .23 5005.00
5700. O. 5700. O. O. 613. O. 560. 176. 100000.00
1. 07 .00 9.30 .00 .000 .035 .000 .000 4989.90 8795.05
.0040BB 300. 300. 300. 2 0 0 .00 83.00 BB78.05
0
*SECNO 242227.000
3470 ENCROACHMENT STATIONS~ .0 7830.0 TYPE~ 1 TARGET= 7B29.999
********* 7.50 5000.50 .00 .00 5002.02 1. 51 2.88 .12 500B.70
5700. O. 5700. O. O. 577. O. 569. 177. 500B.00
1. 08 .00 9.87 .00 .000 .035 .000 .000 4993.00 7602.05
.004662 450. 660. 130. 2 0 0 .00 77.00 7679.05

o
*SECNO 242237.000

3301 HV CHANGED MORE THAN HVINS

3685 20 TRIALS ATTEMPTED WSEL.CWSEL
3693 PROBABLE MINIMUM SPEC I FI C ENERGY
3720 CRITICAL DEPTH ASSUMED

3470 ENCROACHMENT STATIONS~
********* 6.39 5008.79
5700. 1B90. 3631.
1.09 2.02 6.79
.006504 10. 10.

.0 7830.0 TYPE= 1 TARGET= 7829.999
500B.79 .00 5009.27 .48 .05 .31 500B.70
179. 936. 535. B7. 569. 178. 500B.00
2.05 .04B .035 .050 .000 5002.40 6124.62
10. 20 9 0 .00 1705.3B 7830.00

o
*SECNO 242247.000

.1 10/16/93 19:40:25

~

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