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Last modified
11/23/2009 12:41:15 PM
Creation date
7/18/2007 5:24:10 PM
Metadata
Fields
Template:
Floodplain Documents
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
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<br />.003677 <br /> <br />.00 <br /> <br />180.72 8639.13 <br /> <br />1080. <br /> <br />1130. <br /> <br />1170. <br /> <br />o <br /> <br />o <br />*SECNO 249707.000 <br /> <br />3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO <br /> <br />1. 53 <br /> <br />10/16/93 <br /> <br />19: 40: 25 <br /> <br />SECNO <br />Q <br />TIME <br />SLOPE <br /> <br />HV <br />AROB <br />XNR <br />ICONT <br /> <br />OLOSS <br />TWN <br />ELM:IN <br />TOP~IID <br /> <br />HL <br />VOL <br />WTN <br />CORAR <br /> <br />DEPTH <br />QLOB <br />VLOB <br />XLOBL <br /> <br />CWSEL <br />QCH <br />VCH <br />XLCH <br /> <br />CRIWS <br />QROB <br />VROB <br />XLOBR <br /> <br />WSELK <br />ALOB <br />XNL <br />I TRIAL <br /> <br />EG <br />ACH <br />XNCH <br />IDC <br /> <br />BANK ELEV <br />LEFT /RIGHT <br />SSTA <br />ENDST <br /> <br />5900. <br />1.50 <br />.001570 <br /> <br />7.79 <br />O. <br />.00 <br />650. <br /> <br />5030.18 <br />1046. <br />.035 <br />o <br /> <br />5036.00 ELREA= 5040 .00 <br />.49 2.02 .09 5036.00 <br />O. 803. 242. 5040.70 <br />.000 .000 5021 .90 7755.80 <br />0 .00 167 .54 7923.33 <br /> <br />3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= <br /> <br />5029.69 <br />5900. <br />5.64 <br />880. <br /> <br />.00 <br />O. <br />.00 <br />790. <br /> <br />5029.69 <br />O. <br />.000 <br />3 <br /> <br />o <br />*SECNO 251687.000 <br /> <br />3301 HV CHANGED MORE THAN HVINS <br /> <br />3685 20 TRIALS ATTEMPTED WSEL, CWSEL <br />3693 PROBABLE MINIMUM SPECIFIC ENERGY <br />3720 CRITICAL DEPTH ASSUMED <br /> <br />3470 ENCROACHMENT STATIONS= .0 8610.0 TYPE~ 1 TARGET~ 8609.999 <br />**;*'it**** 4.54 5039.84 5039.84 5039.84 5041. 33 1.49 6.82 1.50 5042.20 <br /> 5900. O. 5900. O. O. 602. O. 841. 251. 5046.20 <br /> 1.55 .00 9.80 .00 .000 .035 .000 .000 5035 .30 7197.70 <br />.012816 1860. 1980. 1640. 20 14 0 .00 206 .02 7403.73 <br /> <br />o <br />*SECNO 252327.000 <br /> <br />3301 HV CHANGED MORE THAN HVINS <br /> <br />3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 1.69 <br /> <br />. <br /> <br />PAGE <br /> <br />39 <br /> <br />3470 ENCROACHMENT STATIONS= .0 9845.0 TYPE= 1 TARGET= 9844.999 <br />********* 6.93 5045.13 .00 5045.13 5046.04 .91 4.53 1.18 5048.00 . <br />5900. O. 5900. O. O. 773. O. 851. 253. 5046.00 <br />1.57 .00 7.64 .00 .000 .035 .000 .000 5038 .20 8714.36 <br />.004481 650. 640. 520. 3 0 0 .00 173 .76 8888.12 <br /> <br />o <br />CCHV~ .300 CEHV= .500 <br />*SECNO 253517.000 <br />1 <br /> <br />10/16/93 <br /> <br />19:40:25 <br /> <br />SECNO <br />Q <br />TIME <br />SLOPE <br /> <br />CWSEL <br />QCH <br />VCH <br />XLCH <br /> <br />WSELK <br />ALOB <br />XNL <br />I TRIAL <br /> <br />HV <br />AROB <br />XNR <br />I CONT <br /> <br />OLOSS <br />TWN <br />ELM:IN <br />TOPWID <br /> <br />DEPTH <br />QLOB <br />VLOB <br />XLOBL <br /> <br />CRIWS <br />QROB <br />VROB <br />XLOBR <br /> <br />EG <br />ACH <br />XNCH <br />IDC <br /> <br />HL <br />VOL <br />WTN <br />CORAR <br /> <br />3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1. 41 <br /> <br />BANK ELEV <br />LEFT /RIGHT <br />SSTA <br />ENDST <br /> <br />********* 7.42 5049.12 .00 5049.11 5049.79 .67 3.68 .07 5056.00 <br /> 5900. O. 5900. O. O. 901. O. 874. 258. 5058.00 <br /> 1. 62 .00 6.55 .00 .000 .035 .000 .000 5041 .70 9264.45 <br /> .002262 1200. 1190. 1220. 2 0 0 .00 151 .15 9415.60 <br />SPECIAL BRIDGE <br />SB XK XKOR COFQ RDLEN BWC BWP BAREA SS ELCHU ELCHD <br /> .90 1.56 2.60 .00 124.00 2.70 2317.00 1.00 5042.80 5041.70 <br /> <br />*SECNO 253567.000 <br /> <br />3301 HV CHANGED MORE THAN HVINS <br /> <br />3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .63 <br /> <br />CLASS A LOW FLOW <br /> <br />3420 BRIDGE W.S.= 5049.64 BRIDGE VELOCITY= 6.20 CALCULATED CHANNEL AREA= 877. <br /> I <br />EGPRS EGLWC H3 QWEIR QLOW BAREA TRAPEZOID ELLC EL TRD WEIRLN <br /> AREA I <br />.00 5050.36 .03 O. 5900. 2317. 2571. 5061. 20 5059.00 O. <br />********* 6.35 5049.15 .00 5049.14 5050.36 1.21 .58 .00 5054.00 <br /> <br />22 <br /> <br />PAGE <br /> <br />40 <br /> <br />. <br />
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