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FLOOD10377 (2)
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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 /> 3265 DIVIDED FLOW <br /> 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.55 . <br /> ********* 11. 06 4969.76 4969.04 .00 4970.35 .58 3.71 .04 4966.80 <br /> 13700. 4994. 6535. 2171. 1879. 768. 1408. 892. 261. 4966.20 <br /> .62 2.66 8.51 1. 54 .055 .035 .083 .000 4958.70 8505.92 <br /> .002272 1105. 1140. 965. 12 19 0 .00 14ll!.07 9945.79 <br />0 <br /> CCHV= .300 CEHV= .500 <br /> 'SECNO 234557.000 <br /> 3265 DIVIDED FLOW <br /> 10/16/93 19: 40: 25 PAGE 87 <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 XNL XNCH XNR WTN ErMIN SSTA <br /> SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST <br /> 3301 HV CHANGED MORE THAN HVINS <br /> 7185 MINIMUM SPECIFIC ENERGY <br /> 3720 CRITICAL DEPTH ASSUMED <br /> ********* 9.97 4973.27 4973.27 .00 4974.46 1.20 2.98 .31 4968.00 <br /> 13900. 2881. 9099. 1920. 1422. 847. 975. 977. 293. 4968.00 <br /> .66 2.03 10.75 1. 97 .075 .035 .075 .000 4963.30 8129.68 <br /> .003357 920. 1190. 1020. 3 10 0 .00 1420.98 9622.17 <br />0 <br /> CCHV= .300 CEHV~ .500 <br /> 'SECNO 235947.000 <br /> 3301 HV CHANGED MORE THAN HVINS <br /> 3495 OVERBANK AREA ASSUl1ED NON-EFFECTIVE, ELLEA= 4979.00 ELREA= 4978.50 <br /> ********* 12.42 4978.32 .00 .00 4980.13 1. 81 5.36 1.31 4978.90 <br /> 13900. O. 13900. O. O. 1288. O. 1050. 319. 4978.50 <br /> .70 .00 10.79 .00 .000 .035 .000 .000 4965.90 8481.78 <br /> .004426 1550. 1390. 1270. 3 0 0 .00 167.90 8649.68 <br />0 . <br /> 'SECNO 237147.000 <br /> 3301 HV CHANGED MORE THAN HVINS <br /> 3470 ENCROACHMENT STATIONS= .0 8200.0 TYPE= 1 TARGET= 8199.999 <br /> ********* 11. 80 4983.60 .00 .00 4986.09 2.50 5.62 1.34 4986.00 <br /> 13900. O. 13900. O. O. 1097. O. 1083. 323. 4983.90 <br /> .72 .00 12.68 .00 .000 .035 .000 .000 4971. 80 7905.99 <br /> .004962 950. 1200. 1050. 2 0 0 .00 120.51 8026.50 <br />0 <br /> CCHV= . 300 CEHV~ .500 <br /> 'SECNO 237497.000 <br /> 3301 HV CHANGED MORE THAN HVINS <br /> 10/16/93 19:40:25 PAGE 88 <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 XNL XNCH XNR WTN ELMIN SSTA <br /> SLOPE XLOBL XLCH XLOBR ITRIAL IDC I CONT CORAR TOPWID ENDST <br /> I <br /> 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 4993. 50 ELREA~ 4993.30 <br /> ********* 14.04 4985.84 .00 .00 4987.68 1. 84 1.39 1.20 4993.50 <br /> 13900. O. 13900. O. O. 1278. O. 1092 . 324. 4993.30 <br /> .73 .00 10.88 .00 .000 .035 .000 .000 4971. 80 7700.06 <br /> .003236 370. 350. 300. 4 0 0 .00 119. 97 7820.03 <br />0 <br /> <br />SPECIAL BRIDGE <br /> <br />COFQ <br />2.60 <br /> <br />BWC <br />78.00 <br /> <br />BAREA <br />1844.00 <br /> <br />ELCHU <br />4972.30 <br /> <br />ELCHD <br />4971. 80 <br /> <br />SB XK <br />.90 <br /> <br />XKOR <br />1. 56 <br /> <br />RDLEN <br />.00 <br /> <br />BWP <br />2.70 <br /> <br />SS <br /> <br /> <br />T <br /> <br /> <br />CALCULATED CHANNEL AREA= <br />1 <br />ELLC <br /> <br />1213. <br /> <br />'SECNO 237537.000 <br />CLASS A LOW FLOW <br /> <br />3420 BRIDGE W.S.= <br /> <br />4985.94 BRIDGE VELOCITY= <br /> <br />11. 22 <br /> <br />EGPRS <br /> <br />EGLWC <br /> <br />H3 <br /> <br />QWEIR <br /> <br />QLOW <br /> <br />BAREA <br /> <br />TRAPEZOID <br />AREA <br /> <br />EL TRD <br /> <br />WEIRLN <br /> <br />. <br /> <br />46 <br />
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