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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 />.1 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .51 <br />3470 ENCROACHMENT STATIONS= 6770.0 8485.0 TYPE= 1 TARGET= -6770.000 <br /> ********* 8.57 4950.17 .00 .00 4951. 87 1. 70 2.40 .61 4952.00 <br /> 5450. O. 5450. O. O. 521. O. 294. 101. 4960.00 <br /> .53 .00 10.46 .00 .000 .035 .000 .000 4941. 60 7508.99 <br /> .006622 750. 790. 820. 2 0 0 .00 93.51 7602.50 <br /> <br />.J <br /> <br />I <br /> <br />ei <br /> <br />'-'/ <br /> <br />o <br />CCHV= .300 CEIlV= .500 <br />* SECNO 229997.000 <br /> <br />3301 HV CHANGED MORE THAN HVINS <br /> <br />3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 1.99 <br /> <br />3470 ENCROACHMENT STATIONS= <br />1 <br /> <br />8170.0 <br /> <br />8361.1 TYPE= <br /> <br />TARGET= <br /> <br />191.100 <br /> <br />10/16/93 <br /> <br />19:40:25 <br /> <br />SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV <br />Q QLOB QCH QROB ALOB ACH AROB VOL TWA LEFT/RIGHT <br />TIME VLOB VCH VROB Xi'lL XNCH XNR WTN ELHIN SSTA <br />SLOPE XLOBL XLCH XLOBR I TRIAL IDC ICONT CORAP. TOPWID ENDST <br />3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 5012.20 ELREA= 100000.00 <br /> 11. 36 4953.16 .00 .00 4953.74 .58 1. 54 .34 5012.20 <br />5450. O. 5450. O. O. 892. O. 302. 103. 100000.00 <br />.55 .00 6.11 .00 .000 .035 .000 .000 4941.80 8205.09 <br />.001671 490. 520. 500. 2 0 0 .00 130.50 8335.59 <br /> <br />SPECIAL BRIDGE <br /> <br />SB XK <br />1.25 <br /> <br />XKOR <br />1. 56 <br /> <br />COFQ RDLEN BWC BWP BAREA SS ELCHU ELCHD <br />2.60 .00 53.00 4.00 2803.00 3.75 4942.60 4941.80 <br />4953.53 BRIDGE VELOCITY= 5.26 CALCULATED CHANNEL AREA~ 983. <br />H3 QWEIR QLOW BAREA TRAPEZOID ELLC EL TRD WEIRLN <br /> AREA <br />.07 O. 5450. 2803. 2850. 4964.40 4964.00 O. <br /> <br />*SECNO 230017.000 <br />CLAS S F. LOW FLOW <br /> <br />3420 BRIDGE W.S.= <br /> <br />EGPRS <br /> <br />EGLWC <br /> <br />.00 4953.84 <br /> <br />3470 ENCROACHMENT STATIONS= <br /> <br />8130.0 <br /> <br />8342.1 TYPE= <br /> <br />TARGET= <br /> <br />212.100 <br /> <br />3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= <br /> <br />4967.60 ELREJl.= <br /> <br />100000.00 <br /> <br />5450. <br />.55 <br />.001868 <br /> <br />10.63 <br />O. <br />.00 <br />20. <br /> <br />4967.60 <br />100000.00 <br />8166.85 <br />8302.46 <br /> <br />4953.23 <br />5450. <br />6.26 <br />20. <br /> <br />.00 <br />O. <br />.00 <br />20. <br /> <br />.00 <br />O. <br />.000 <br />o <br /> <br />4953.84 <br />871. <br />.035 <br />o <br /> <br />.61 <br />O. <br />.000 <br />o <br /> <br />.10 <br />303. <br />.000 <br />.00 <br /> <br />.00 <br />103. <br />4942.60 <br />135.61 <br /> <br />o <br />CCHV= .300 CEIlV= .500 <br />*SECNO 230467.000 <br /> <br />3301 HV CHANGED MORE THAN HVINS <br /> <br />3685 20 TRIALS ATTEMPTED WSEL, CWSEL <br />3693 PROBABLE HINlMUM SPECIFIC ENERGY <br />3720 CRITICAL DEPTH ASSUMED <br />1 <br /> <br />10/16/93 <br /> <br />19:40:25 <br /> <br />SECNO <br />Q <br />TIME <br />SLOPE <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 />Xi'lL <br />ITRIAL <br /> <br />EG <br />ACH <br />XNCH <br />IDC <br /> <br />HV <br />AROB <br />XNR <br />ICONT <br /> <br />HL <br />VOL <br />WTN <br />CORAR <br /> <br />OLOSS <br />TWA <br />ELI'lIN <br />TOPWID <br /> <br />BANK ELEV <br />LEFT/RIGHT <br />SSTA <br />ENDST <br /> <br />3470 ENCROACHMENT STATIONS= <br />5.22 4958.92 <br />O. 5450. <br />.00 10.82 <br />600. 450. <br /> <br />7480.0 <br />4958.92 <br />O. <br />.00 <br />400. <br /> <br />8440.0 TYPE= <br />.00 4960.74 <br />O. 504. <br />.000 .035 <br />20 11 <br /> <br />1 <br />1. 82 <br />O. <br />.000 <br />o <br /> <br />TARGET= <br />1. 77 <br />310. <br />.000 <br />.00 <br /> <br />-7480.000 <br />.60 4961.50 <br />104. 4962.90 <br />4953.70 8145.04 <br />140.00 8285.04 <br /> <br />5450. <br />.56 <br />.012953 <br /> <br />o <br />*SECNO 230472.000 <br /> <br />3301 HV CHANGED MORE THAN HVINS <br /> <br />3302 WARNING: CONVEYANCE CHANGE OUTS IDE OF ACCEPTABLE RANGE, <br /> <br />KRATIO <br /> <br />1. 43 <br /> <br />15 <br /> <br />PAGE <br /> <br />26 <br /> <br />PAGE <br /> <br />27 <br />
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