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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 <br /> <br />. <br /> <br />'SECNO 230897.000 <br />PRESSURE AND WEIR FLOW, Weir Submergence Based on TRAPEZOIDAL Shape <br />EGPRS EGLWC R3 QWEIR QPR BAREl'. TRAPEZOID ELLC ELTRD WEIRLN <br /> AREA <br />4965.90 4965.13 .01 3888. 9829. 2076. 1976. 4963.40 4963.40 978. <br /> <br />10/16/93 19:40:25 <br />SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANI: ELEV <br />Q QLOB QCH QROB ALOB ACR AROB VOL TWF. LEFT/RIGHT <br />TIME VLOB VCR VROB XNL XNCR XNR ,ITN ELMIN SSTF. <br />SLOPE XLOBL XLCH XLOBR I TRIAL IDC ICONT CORAR TOP,IID ENDST <br />3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA~ 4962.00 ELREF.= 4966.00 <br />...******** 12.43 4965.03 .00 .00 4965.38 .35 .27 .00 4964.00 <br />13700. 535. 13165. O. 1040. 2723. O. 684. 198. 4966.00 <br />.47 .51 4.83 .00 .083 .035 .000 .000 4952.60 6616.99 <br />.000834 80. 80. 80. 2 0 2 .00 1428.19 8045.18 <br />0 <br />*SECNO 231007.000 <br />3495 OVERBANK F.REl'. F.5SUMED NON-EFFECTIVE, ELLE1'.~ 4966.00 ELREl'.= 4970.00 <br />***..,***** 14.91 4965.31 .00 .00 4965.50 .19 .07 .05 4966.00 <br />13700. O. 13700. O. O. 3911. O. 694. 200. 4970.00 <br />.48 .00 3.50 .00 .000 .035 .000 .000 4950.40 7777.95 <br />.000542 110. 110. 110. 2 0 0 .00 582.69 8360.64 <br /> <br />SPECIAL BRIDGE <br /> <br />SB XK <br />.95 <br /> <br />XKOR <br />1. 56 <br /> <br />COFQ RDLEN BWC BWP BAREA SS ELCHU ELCHD <br />2.60 .00 51.00 37.30 4971.00 12.00 4950.40 4950.40 <br />4965.19 BRIDGE VELOCITY= 4.85 CALCUL.ll.TED CHANNEL AREA~ 2827. <br />H3 QWEIR QLOW BAREA TRAPEZOID ELLC ELTRD WEIRLN <br /> AREA <br />.03 O. 13700. 4971. 4639. 4969.50 4966.00 O. <br /> <br />'SECNO 231022.000 <br />CLASS A LOW FLOW <br /> <br />e) <br /> <br />3420 BRIDGE W.S.= <br /> <br />EGPRS <br /> <br />EGLWC <br /> <br />.00 4965.56 <br /> <br />3495 OVERBANK l\RE)l, ASSUMED NON-EFFECTIVE, ELLEA= 4966. 00 ELREA~ 4970.00 <br />********* 14.64 4965.34 .00 .00 4965.56 .22 .06 .00 4966.00 <br />13700. O. 13700. O. O. 3627. O. 695. 201. 4970.00 <br /> .48 .00 3.78 .00 .000 .035 .000 .000 4950.70 7831.47 <br />.000611 15. 15. 15. 0 0 0 .00 527.94 8359.41 <br />10/16/93 19:40:25 <br />SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV <br />Q QLOB QCR QROB AiOB ACH AROB VOL TWA LEFT /RIGHT <br />TIME VLOB VCH VROB XNL XNCH XNR '/TN ELMIN SSTF. <br />SLOPE XLOBL XLCR XLOBR I TRIAL IDC ICONT CORAR TOPWID ENDST <br />CCHV~ . 300 CEHV~ .500 <br />'SECNO 232222.000 <br />3265 DIVIDED FLOW <br />********* 9.59 4966.09 .00 .00 4966.38 .29 .78 .03 4964.00 <br />13700. 790. 11929. 981. 1013. 2578. 1137. 803. 226. 4964.90 <br /> .56 .78 4.63 .86 .083 .035 .066 .000 4956.50 8691.60 <br />.000720 320. 1200. 1470. 3 0 0 .00 1511.19 10634.37- <br />0 <br />'SECNO 232227.000 <br />3265 DIVIDED FLOW <br />3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .36 <br /> <br />********* 4.39 <br />13700. 1836. <br />.56 2.01 <br />el 0 .005477 5. <br /> <br />I 'SECNO 233367.000 <br />,~ <br /> <br />4965.89 <br />9654. <br />7.92 <br />5. <br /> <br />.00 <br />2210. <br />2.22 <br />5. <br /> <br />.00 <br />913. <br />.083 <br />4 <br /> <br />4966.60 <br />1219. <br />.035 <br />o <br /> <br />.71 <br />995. <br />.066 <br />o <br /> <br />.01 <br />804. <br />.000 <br />.00 <br /> <br />.21 <br />226. <br />4961. 50 <br />1484.35 <br /> <br />4964.00 <br />4964.90 <br />8696.31 <br />10620.29 <br /> <br />45 <br /> <br />PAGE 85 <br /> <br />PAGE 86 <br />
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