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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 />.' <br /> <br />.1 <br /> <br />SECNO <br />Q <br />TIME <br />SLOPE <br /> <br />DEPTH <br />QLOB <br />VLOB <br />XLOBL <br /> <br />*5ECNO 262277.000 <br /> <br />3265 DIVIDED FLOW <br /> <br />CWSEL <br />QCH <br />VCH <br />XLCH <br /> <br />11000. <br />1. 73 <br />.006798 <br /> <br />3470 ENCROACHMENT STATIONS~ <br />6.44 5097.94 <br />6344. 4656. <br />4.00 8.38 <br />460. 690. <br /> <br />o <br />*SECNO 262287.000 <br /> <br />CRIWS <br />QROB <br />VROB <br />XLOBR <br /> <br />WSELK <br />ALOB <br />XNL <br />ITRIAL <br /> <br />EG <br />ACH <br />XNCH <br />IDC <br /> <br />5750.0 6980.0 TYPE= <br />.00 5097.94 5098.54 <br />O. 1588. 556. <br />.00 .052 .035 <br />820. 2 0 <br /> <br />HV <br />AROB <br />XNR <br />ICONT <br /> <br />1 <br />.60 <br />O. <br />.000 <br />o <br /> <br />TARGET= <br />3.35 <br />1869. <br />.000 <br />.00 <br /> <br />HL <br />VOL <br />WTN <br />CORAR <br /> <br />OLOSS <br />TWA <br />ELMIN <br />TOPWID <br /> <br />BANK ELEV <br />LEFT /RIGHT <br />SSTJI. <br />ENDST <br /> <br />-5750.000 <br />.03 5098.00 <br />570. 5098.00 <br />5091.50 5750.00 <br />917.90 6671. 38 <br /> <br />3470 ENCROACHMENT STATIONS= 5750.0 6980.0 TYPE~ 1 TARGET~ -5750.000 <br />**+****** 6.66 5098.16 .00 5098.16 5098.64 .49 .06 .04 5098.00 <br />11 000. 6546. 4434. 20. 1757. 587. 35. 1869. 570. 5098.00 <br />1. 73 3.73 7.55 .56 .052 .035 .056 .000 5091.50 5750.00 <br />.005371 10. 10. 10. 5 0 0 .00 1153.91 6903.91 <br /> <br />o <br />1490 NH CARD USED <br />*SECNO 263387.000 <br /> <br />3265 DIVIDED FLOW <br /> <br />11 000. <br />1. 77 <br />.003288 <br /> <br />SPECIAL BRIDGE <br /> <br />8.28 <br />3293. <br />7.38 <br />800. <br /> <br />5101. 98 <br />7707. <br />7.29 <br />1100. <br /> <br />DEPTH <br />QLOB <br />VLOB <br />XLOBL <br /> <br />8.90 <br />3922. <br />6.66 <br />35. <br /> <br />5227 DOWNSTREAM ELEV IS <br /> <br />XKOR <br />1. 56 <br /> <br />3265 DIVIDED FLOW <br /> <br />3265 DIVIDED FLOW <br /> <br />10/16/93 19:40:25 <br /> <br />5099.48 , NOT <br /> <br />COFQ <br />2.60 <br /> <br />CRIWS <br />QROB <br />VROB <br />XLOBR <br /> <br />H3 <br /> <br />.00 <br /> <br />3301 HV CHANGED MORE THAN HVINS <br /> <br />CWSEL <br />QCH <br />VCH <br />XLCH <br /> <br />EGPRS EGLWC <br /> <br />5104.01 5103.93 <br /> <br />3685 20 TRIALS ATTEMPTED WSEL, CWSEL <br />3693 PROBABLE MINIMUM SPECIFIC ENERGY <br />3720 CRITICAL DEPTH ASSUMED <br /> <br />5103.40 <br />7078. <br />6.04 <br />35. <br /> <br />o <br />CCHV= .300 CEHV= .500 <br />*SECNO 263817.000 <br /> <br />.00 <br />O. <br />.00 <br />1200. <br /> <br />5101.98 <br />446. <br />.035 <br />3 <br /> <br />5102.81 <br />1057. <br />.035 <br />o <br /> <br />BWC <br />78.00 <br /> <br />EG <br />ACH <br />XNCH <br />IDC <br /> <br />QPR <br /> <br />11000. <br /> <br />5104.01 <br />1172. <br />.035 <br />o <br /> <br />BWP <br />10.00 <br /> <br />HV <br />AROB <br />XNR <br />ICONT <br /> <br />BAREJI. TRAPEZOID <br />AREA <br />1201. 1176. <br /> <br />.83 <br />O. <br />.000 <br />o <br /> <br />BAREA <br />1201.00 <br /> <br />HL <br />VOL <br />WTN <br />CORAR <br /> <br />.61 <br />O. <br />.000 <br />o <br /> <br />1.20 <br />1912. <br />.000 <br />.00 <br /> <br />4.00 <br />1911. <br />.000 <br />.00 <br /> <br />.17 <br />586. <br />5093.70 <br />296.59 <br /> <br />5107.80 <br />5107.30 <br />5845.61 <br />6394.64 <br /> <br />RDLEN <br />.00 <br /> <br />5101.98 HYDRl\,ULIC JUMP OCCURS DOWNSTREAM (IF LOW FLOW CONTROLS) <br /> <br />ELCHD <br />5093.60 <br /> <br />39 <br /> <br />SS <br />6.50 <br /> <br />OLOS S <br />TWJI. <br />ELMIN <br />TOPWID <br /> <br />5103.70 <br /> <br />.00 <br />586. <br />5094.50 <br />310.87 <br /> <br />ELCHU <br />5094.50 <br /> <br />BANK ELEV <br />LEFT/RIGHT <br />SSTA <br />ENDST <br /> <br />ELLC <br /> <br />ELTRD <br /> <br />WEIRLN <br /> <br />e.',: <br />i <br /> <br />SB XK <br />1.25 <br /> <br />1490 NH CARD USED <br />*SECNO 263422.000 <br /> <br />SECNO <br />Q <br />TIME <br />SLOPE <br /> <br />PRESSURE FLOW <br /> <br />11000. <br />1. 77 <br />.002057 <br /> <br />WSELK <br />!,LOB <br />XNL <br />ITRIAL <br /> <br />QWEIR <br /> <br />o. <br /> <br />.00 5103.40 <br />O. 589. <br />.00 .035 <br />35. 2 <br /> <br />5106.90 <br /> <br />O. <br /> <br />3301 HV CHANGED MORE THAN HVINS <br /> <br />5106.70 <br />5106.20 <br />5810.06 <br />6248.02 <br /> <br />3470 ENCROACHMENT STATIONS= .0 5520.0 TYPE~ 1 TARGET~ 5519.999 <br /> 8.11 5106.31 5106.31 5106.31 5108.31 2.00 1. 67 .70 5110.00 <br />11 000. O. 11000. O. O. 969. O. 1925. 589. 5106.40 <br /> 1. 78 .00 11.36 .00 .000 .035 .000 .000 5098.20 5070.38 <br />.012487 430. 395. 410. 20 18 0 .00 253.52 5398.98 <br /> <br />o <br />*SECNO 264962.000 <br /> <br />PAGE <br /> <br />73 <br />
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