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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 />ei <br /> <br />TIME <br />SLOPE <br /> <br />VLOB <br />XLOBL <br /> <br />*SECNO 248627.000 <br /> <br />VCH <br />XLCH <br /> <br />VROB <br />XLOBR <br /> <br />XNL <br />ITRIAL <br /> <br />XNCH <br />IDC <br /> <br />XNR <br />ICONT <br /> <br />3495 OVERBANK AREF. ASSUMED NON-EFFECTIVE, ELLEA= <br /> <br />14300. <br />1.17 <br />.005233 <br /> <br />o <br />*SECNO 249707.000 <br /> <br />8.06 <br />O. <br />.00 <br />1080. <br /> <br />5029.86 <br />14300. <br />10.90 <br />1130. <br /> <br />3301 HV CHANGED MORE THAN HVINS <br /> <br />.00 <br />O. <br />.00 <br />1170. <br /> <br />5029.86 <br />O. <br />.000 <br />2 <br /> <br />5034.00 ELREA= <br /> <br />5031.71 <br />1312. <br />.035 <br />o <br /> <br />WTN <br />CORM <br /> <br />1. 84 <br />O. <br />.000 <br />o <br /> <br />5036.00 <br /> <br />6.67 <br />1711. <br />.000 <br />.00 <br /> <br />.07 <br />485. <br />5021.80 <br />193.75 <br /> <br />3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 1. 62 <br /> <br />3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= <br /> <br />14300. <br />1. 20 <br />.001991 <br /> <br />o <br />*SECNO 251687.000 <br /> <br />3265 DIVIDED FLOW <br /> <br />11. 65 <br />O. <br />.00 <br />650. <br /> <br />5033.55 <br />14300. <br />8.29 <br />880. <br /> <br />3301 HV CHANGED MORE THAN HVINS <br /> <br />7185 MINIMUM SPECIFIC ENERGY <br />3720 CRITICAL DEPTH ASSUMED <br /> <br />.00 <br />O. <br />.00 <br />790. <br /> <br />5033.55 <br />O. <br />.000 <br />3 <br /> <br />5036.00 ELREA= <br /> <br />5034.62 <br />1725. <br />.035 <br />o <br /> <br />1. 07 <br />O. <br />.000 <br />o <br /> <br />5040.00 <br /> <br />2.68 <br />1741. <br />.000 <br />.00 <br /> <br />.23 <br />488. <br />5021. 90 <br />184.16 <br /> <br />ELMIN <br />TOPvlID <br /> <br />SSTA <br />ENDST <br /> <br />5034.00 <br />5036.50 <br />8452.59 <br />8646.33 <br /> <br />5036.00 <br />5040.70 <br />7746.07 <br />7930.23 <br /> <br />3470 ENCROACHMENT STATIONS= .0 8610.0 TYPE= 1 TARGET= 8609.999 <br /> 7.05 5042.35 5042.35 5042.35 5044.77 2.41 7.61 .67 5042.20 <br />14400. O. 14389. 11. 1. 1154. 11. 1807. 499. 5046.20 <br /> 1.25 .45 12.47 .97 .061 .035 .049 .000 5035.30 7180.57 <br />.010233 1860. 1980. 1640. 3 14 0 .00 303.50 8313.17 <br /> <br />10/16/93 <br /> <br />.J <br /> <br />SECNO <br />Q <br />TIME <br />SLOPE <br /> <br />*SECNO 252327.000 <br /> <br />3265 DIVIDED FLOW <br /> <br />DEPTH <br />QLOB <br />VLOB <br />XLOBL <br /> <br />19:40:25 <br /> <br />CWSEL <br />QCH <br />VCH <br />XLCH <br /> <br />CRIWS <br />QROB <br />VROB <br />XLOBR <br /> <br />3301 HV CHANGED MORE THAN HVINS <br /> <br />WSELK <br />l'.LOB <br />XNL <br />I TRIAL <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 />CORM <br /> <br />OLOSS <br />TWA <br />ELMIN <br />TOPWID <br /> <br />BANK ELEV <br />LEFT/RIGHT <br />SSTA <br />ENDST <br /> <br />3470 ENCROACHMENT STATIONS= .0 9845.0 TYPE= 1 TARGET= 9844.999 <br />********* 9.79 5047.99 5047.24 5047.99 5049.56 1. 57 4.54 .25 5048.00 <br />14400. O. 13634. 766. O. 1321. 589. 1829. 507. 5046.00 <br />1. 27 .00 10.32 1.30 .000 .035 .078 .000 5038.20 8680.15 <br />.005243 650. 640. 520. 5 11 0 .00 866.06 9769.01 <br /> <br />0 <br />CCHV= .300 CEHV= .500 <br />* SECNO 253517.000 <br />********* 11.01 5052.71 .00 5052.71 5054.20 1. 49 4.62 .02 5056.00 <br />14400. O. 14400. O. O. 1468. O. 1875. 521. 5058.00 <br />1. 30 .00 9.81 .00 .000 .035 .000 .000 5041.70 9257.15 <br />.002991 1200. 1190. 1220. 3 0 0 .00 164.34 9421.49 <br /> <br />SPECIAL BRIDGE <br /> <br />SB XK <br />.90 <br /> <br />*SECNO 253567.000 <br /> <br />XKOR <br />1. 56 <br /> <br />COFQ <br />2.60 <br /> <br />3301 HV CHANGED MORE THAN HVINS <br /> <br />CLASS A LOW FLOW <br /> <br />3420 BRIDGE W.S.= <br /> <br />EGPRS <br /> <br />. <br /> <br />EGLWC H3 <br /> <br />.00 <br /> <br />5054.94 <br /> <br />10.00 5052.80 <br /> <br />RDLEN <br />.00 <br /> <br />5053.18 BRIDGE VELOCITY= <br /> <br />.09 <br /> <br />QWE IR <br /> <br />o. <br /> <br />BWC <br />124.00 <br /> <br />BWP <br />2.70 <br /> <br />9.97 <br /> <br />BAREA <br />2317.00 <br /> <br />SS <br />1.00 <br /> <br />ELCHU ELCHD <br />5042.80 5041.70 <br /> <br />CALCULATED CHANNEL AREA= <br /> <br />WEIRLN <br /> <br />QLOW <br /> <br />BAREA TRAPEZOID <br />AREA <br />2317. 2571. <br /> <br />.00 5052.80 5054.94 <br /> <br />14400. <br /> <br />2.14 .73 <br /> <br />5061. 20 <br /> <br />51 <br /> <br />1367. <br /> <br />ELLC <br /> <br />EL TRD <br /> <br />5059.00 <br /> <br />o. <br /> <br />.00 <br /> <br />5054.00 <br /> <br />PAGE <br /> <br />97 <br />
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