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

EGPRS EGLWC H3 QWEIR QPR BAREA TRAPEZOID ELLC ELTRD WEIRLN .
AREA I
5002.15 5001.39 .15 O. 10500. 960. 935. 4999.30 5002.50 O.
I
3470 ENCROACHMENT STATIONS=
7580.0 8878.1 TYPE= 1 TARGET= 1298.100
********* 12.78 5000.68 .00 .00 5002.15 1. 47 .85 100 5003.00
10500. 329. 10171. O. 200. 1029. O. 989. 309. 100000.00
.93 1. 64 9.89 .00 .048 .035 .000 .000 4987190 7938.17
.002644 30. 30. 30. 3 0 0 .00 393169 8878.08
0
CCHV= .300 CEHV= .700
*5ECNO 241567.000
3265 DIVIDED FLOW
3470 ENCROACHMENT STATIONS= 7580.0 8878 .1 TYPE= 1 TARGET= 1298.100
**""****** 11. 58 5001. 48 .00 .00 5003.43 1. 95 .94 134 5005.00
10500. 59. 10441. O. 38. 928. O. 997. 3io. 100000.00
.93 1.56 11. 25 .00 .048 .035 .000 .000 4989L 90 7950.24
.003803 300. 300. 300. 2 0 0 .00 134 L 71 8878.08
0
*SECNO 242227.000
1
10/16/93 19:40:25 PAGE 63
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 ITRIAL IDC I CONT CORAR TOPI'/ID ENDST
I
3470 ENCROACHMENT STATIONS= .0 7830.0 TYPE= 1 TARGET= 7829.999
*"******** 11.14 5004.14 .00 .00 5006.47 2.33 2.78 126 5008.70
10500. O. 10500. O. O. 857. O. 1010. 312. 5008.00
.95 .00 12.25 .00 .000 .035 .000 .000 4993100 7602.03
.004687 450. 660. 130. 2 0 0 .00 77105 7679.08
0
*SECNO 242237.000
3301 HV CHANGED MORE THAN HVINS
3685 20 TRIALS ATTEMPTED WSEL,CWSEL .
3693 PROBABLE MINIMUM SPECIFIC ENERGY
3720 CRITICAL DEPTH ASSUMED
3470 ENCROACHMENT STATIONS= .0 7830.0 TYPE= 1 TARGET= 7829.999
********* 6.88 5009.28 5009.28 .00 5009.85 .57 .06 1.53 5008.70
10500. 4978. 5092. 430. 1689. 622. 141. 1011. 3n.2'. 5008.00
.95 2.95 8.19 3.05 .048 .035 .050 .000 50021.40 5851.54
.007724 10. 10. 10. 20 17 0 .00 19781.46 7830.00
0
*SECNO 242247.000
3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.76
3470 ENCROACHMENT STATIONS= .0 7830.0 TYPE= 1 TARGET= 7829.999
********* 10.26 5009.66 .00 .00 5009.97 .31 .04 1.08 5008.70
10500. 4667. 5458. 376. 2355. 921. 182. 1012. 3'-3. 5008.00
.95 1. 98 5.92 2.06 .048 .035 .050 .000 49991.40 5717.32
.002498 10. 10. 10. 4 0 0 .00 2112.68 7830.00
0
CCHV= .300 CEHV= .500
*SECNO 242627.000
3265 DIVIDED FLOW
3301 HV CHANGED MORE THAN HVINS
10/16/93 19:40:25 PAGE 64
SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV
Q QLOB QCH QROB ALOB ACH AROB VOL TwJJ LEFT/RIGHT
TIME VLOB VCH VROB XNL XNCH XNR WTN EOON SSTA
SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST
I
3470 ENCROACHMENT STATIONS= .0 5830.0 TYPE= 1 TARGET= 5829.999
********* 10.79 5010.59 5008.88 .00 5012.04 1.45 1.50 1.57 5010.00
10500. 82. 10389. 29. 70. 1071. 32. 1040. 3ell. 5012.00
.96 1.18 9.70 .89 .038 .035 .050 .000 4999:.80 4369.19
.004650 690. 380. 380. 4 12 0 .00 519.06 5830.00 .
0
'SECNO 243187.000
34