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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 />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 />XNL <br />ITRIAL <br /> <br />HV <br />AROB <br />XNR <br />ICONT <br /> <br />EG <br />ACH <br />XNCH <br />IDC <br /> <br />3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= <br /> <br />5012.20 ELREA= <br /> <br />13700. <br />.43 <br />.002239 <br /> <br />15.84 <br />O. <br />.00 <br />490. <br /> <br />4957.64 <br />13700. <br />8.81 <br />520. <br /> <br />SPECIAL BRIDGE <br /> <br />.00 <br />O. <br />.00 <br />500. <br /> <br />1.21 1.65 <br />O. 617. <br />.000 .000 <br />o .00 <br /> <br />.00 <br />O. <br />.000 <br />3 <br /> <br />4958.84 <br />1554. <br />.035 <br />o <br /> <br />SB XK XKOR COFQ RDLEN BWC BWP BAREA <br /> 1.25 1.56 2.60 .00 53.00 4.00 2803.00 <br />*SECNO 230017.000 <br />CLASS A LOW FLOW <br />3420 BRIDGE W.S.= 4957.95 BRIDGE VELOCITY= 8.05 CALCULATED <br />EGPRS EGLWC H3 QWE IR QLO,I BAREA TRAPEZOID <br /> AREA <br /> .00 4958.94 .15 O. 13700. 2803. 2850. <br /> <br />3470 ENCROACHMENT STATIONS= <br /> <br />8130.0 <br /> <br />8342.1 <br /> <br />TARGET= <br /> <br />TYPE= <br /> <br />3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 4967.60 ELREA= <br />********* 15.19 4957.79 .00 .00 4958.94 1.15 .10 <br />13700. O. 13700. O. O. 1590. O. 618. <br /> .43 .00 8.62 .00 .000 .035 .000 .000 <br />.002345 20. 20. 20. 0 0 0 .00 <br /> <br />o <br />CCHV~ . 300 CEHV~ .500 <br />*SECNO 230467.000 <br />3685 20 TRIALS ATTEMPTED WSEL,CWSEL <br />3693 PROBABLE MINIMUM SPECIFIC ENERGY <br />3720 CRITICAL DEPTH ASSUMED <br /> <br />HL <br />VOL <br />WTN <br />CORM <br /> <br />OLOSS <br />TWA <br />ELMIN <br /> <br />TorD <br />1000001: :: <br /> <br />]76. <br />494~.80 <br />163.44 <br /> <br />BANK ELEV <br />LEFT /RIGHT <br />SSTA <br />ENDST <br /> <br />5012.20 <br />100000.00 <br />8187.76 <br />8351.20 <br /> <br />ELCHU <br />4942.60 <br /> <br />ELCHD <br />4941.80 <br /> <br />. <br /> <br />3470 ENCROACHMENT STATIONS= 7480.0 8440.0 TYPE= 1 TARGE T~ -7480.000 . <br />********* 8.90 4962.60 4962.60 .00 4964.19 1.59 1. 60 1.22 4961. 50 <br />13700. 2391. 11309. O. 1203. 1020. O. 640. 183. 4962.90 <br /> .44 1.99 11. 09 .00 .083 .035 .000 .000 4953.70 7480.00 <br />.005618 600. 450. 400. 20 14 0 .00 805.10 8285.10 <br /> <br />10/16/93 <br /> <br />19:40:25 <br /> <br />SECNO <br />Q <br />TIME <br />SLOPE <br /> <br />CRIWS <br />QROB <br />VROB <br />XLOBR <br /> <br />DEPTH <br />QLOB <br />VLOB <br />XLOBL <br /> <br />CWSEL <br />QCH <br />VCH <br />XLCH <br /> <br />*SECNO 230472.000 <br /> <br />3301 HV CHANGED MORE THAN HVINS <br /> <br />WSELK <br />ALOB <br />XNL <br />ITRIAL <br /> <br />HV <br />AROB <br />XNR <br />ICONT <br /> <br />SS <br /> <br /> <br />'1' <br /> <br /> <br />CHANNEL AREA= <br />I <br />ELLC <br />I <br />49r.40 <br />212.100 <br />I <br />10000l :: <br /> <br />ln6. <br />4942.60 <br />181.73 <br /> <br />HL <br />VOL <br />WTN <br />CORAR <br /> <br />1636. <br /> <br />ELTRD <br /> <br />WEIRLN <br />O. : <br /> <br />EG <br />ACH <br />XNCH <br />IDC <br /> <br />4964.00 <br /> <br />4967.60 <br />100000.00 <br />8144.53 <br />8326.26 <br /> <br />BANK ELEV <br />LEFT/RIGHT <br />SSTA <br />ENDST <br /> <br />OLOSS <br />TWA <br />ELMIN <br />TOPWID <br /> <br />3470 ENCROACHMENT STATIONS= 7480.0 8440.0 TYPE~ 1 TARGET= -7480.000 <br />********* 9.72 4963.42 .00 .00 4964.40 .97 .02 1.18 4961. 50 <br />13700. 3411. 10287. 2. 1755. 1136. 3. 640. 183. 4962.90 <br />.44 1. 94 9.06 .66 .083 .035 .053 .000 4953.70 7480.00 <br />.003252 5. 5. 5. 9 0 0 .00 81 i .14 8297.14 <br /> <br />o <br />CCHV= .300 CEHV~ .500 <br />*SECNO 230817.000 <br /> <br />3301 HV CHANGED MORE THAN HVINS <br /> <br />3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 2.09 <br /> <br />3495 OVERBANK AREA ASSUMED NON-EFFECTIVE. ELLEA= <br /> <br />4962.00 ELREA= <br /> <br />13700. <br />.47 <br />.000747 <br /> <br />12.14 <br />1155. <br />.70 <br />520. <br /> <br />4964.84 <br />12545. <br />4.39 <br />345. <br /> <br />SPECIAL BRIDGE <br /> <br />SB XK <br />.90 <br /> <br />COFQ <br />2.60 <br /> <br />XKOR <br />1. 56 <br /> <br />.00 <br />O. <br />.00 <br />340. <br /> <br />.00 <br />1650. <br />.083 <br />3 <br /> <br />4965.11 <br />2858. <br />.035 <br />o <br /> <br />.27 <br />O. <br />.000 <br />o <br /> <br />RDLEN <br />.00 <br /> <br />BWC <br />85.00 <br /> <br />BWP <br />10.00 <br /> <br />BAREA <br />2076.00 <br /> <br />.51 <br />676. <br />.000 <br />.00 <br /> <br />4966.00 <br /> <br />1.21 <br />195. <br />4952. 70 <br />1476.16 <br /> <br />SS <br />10.00 <br /> <br />44 <br /> <br />4964.00 <br />4966.00 <br />6578.91 <br />8055.06 <br /> <br />ELCHU ELCHD <br />4952.60 4952.60 <br /> <br />PAGE 84 <br /> <br />. <br />
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