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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 />*SECNO 220627.000 <br />********* 11.41 <br />13248. 1015. <br />.11 1.75 <br />.001943 800. <br /> <br />.00 <br />578. <br />.070 <br />2 <br /> <br />4929.91 <br />10014 . <br />7.15 <br />850. <br /> <br />.00 <br />2219. <br />1. 88 <br />600. <br /> <br />o <br />CCHV~ .300 CEHV~ <br />'SECNO 221637.000 <br /> <br />.500 <br /> <br />4930.52 <br />1400. <br />.035 <br />o <br /> <br />.61 <br />1179. <br />.090 <br />o <br /> <br />1. 72 <br />168. <br />.000 <br />.00 <br /> <br />.01 <br />55. <br />4918.50 <br />787.27 <br /> <br />4926.10 <br />4926.00 <br />11508.76 <br />12296.02 <br /> <br />3301 HV CHANGED MORE THAN HVINS <br />3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, h'RATIO .69 <br />3495 OVERBANK AREJI. ASSUMED NON-EFFECTIVE, ELLEA= 4932.20 ELREA= 4938.80 <br />********* 9.90 4932.30 .00 .00 4933.58 1. 28 2.12 .33 4932.20 <br />13248. 1. 13247. O. 2. 1461. O. 220. 66. 4938.80 <br /> .14 .48 9.07 .00 .065 .035 .000 .000 4922.40 11409.50 <br />.004098 970. 1010. 890. 3 0 0 .00 248.24 11657.74 <br />10/16/93 19:40:25 <br />SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV <br />Q QLOB QCH QROB ALOB ACH AROB VOL TWA LE FT / RI GHT <br />TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA <br />SLOPE XLOBL XLCH XLOBR I TRIAL IDC ICONT CORAR TOPvHD ENDST <br /> <br />SPECIAL BRIDGE <br /> <br />SB XK <br />.90 <br /> <br />XKOR <br />1. 56 <br /> <br />COFQ <br />2.60 <br /> <br />RDLEN <br />.00 <br /> <br />'SECNO 221702.000 <br />6110 EGL,lC OF 4933.53 LESS THAN XEG OF 4933.58 <br />CLASS A LOW FLOW <br /> <br />3420 BRIDGE 'LS.~ <br /> <br />4932.22 BRIDGE VELOCITY~ <br /> <br />EGPRS EGLWC <br /> <br />H3 <br /> <br />QWEIR <br /> <br />.i <br /> <br />.00 4933.53 <br /> <br />o. <br /> <br />.09 <br /> <br />BWC <br />78.00 <br /> <br />BWP <br />4.00 <br /> <br />BAREA <br />2461.00 <br /> <br />SS <br />6.00 <br /> <br />ELCHU ELCHD <br />4921.20 4921.20 <br /> <br />8.58 <br /> <br />CALCULATED ClL'lNNEL AREA~ <br /> <br />WEIRLN <br /> <br />QLOW <br /> <br />BAREA TRAPEZOID <br />AREA <br />2461. 3189. <br /> <br />1544. <br /> <br />ELLC <br /> <br />ELTRD <br /> <br />13248. <br /> <br />4938.90 <br /> <br />4938.00 <br /> <br />o. <br /> <br />3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA~ 4932. 80 ELREA~ 4939.50 <br />****...**** 11.19 4932.39 .00 .00 4933.58 1.13 .00 .00 4932.80 <br />13248. O. 13248. O. O. 1551. O. 222. 66. 4939.50 <br /> .14 .00 8.54 .00 .000 .035 .000 .000 4921.20 11386.74 <br />.003283 110. 65. 95. 0 0 0 .00 233.16 11619.90 <br /> <br />0 <br />'SECNO 222371.000 <br />3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO ~ 1.50 <br />********* 12.74 4934.44 .00 .00 4935.18 .14 1.49 .12 4929.40 <br />13248. 132. 11282. 1834. 60. 1518. 890. 259. 71. 4925.10 <br />.17 2.21 7.43 2.06 .065 .035 .090 .000 4921.70 11324.45 <br />.001452 400. 675. 1200. 3 0 0 .00 318.23 11642.68 <br /> <br />SPEC IAL BRIDGE <br /> <br />SB XK <br />1.10 <br /> <br />XKOR <br />1.56 <br /> <br />COFQ <br />2.60 <br /> <br />RDLEN <br />.00 <br /> <br />BWC <br />118.00 <br /> <br />'SECNO 222452.000 <br />6110 EGLWC OF 4935.14 LESS THAN XEG OF 4935.18 <br />1 <br /> <br />10/16/93 <br /> <br />19:40:25 <br /> <br />SECNO DEPTH CWSEL CRIWS WSELK EG <br />Q QLOB QCH QROB ALOB ACH <br />TIME VLOB VCH VROB XNL XNCH <br />SLOPE XLOBL XLCH XLOBR I TRIAL IDC <br />CLASS A LOW FLOW <br />3420 BRIDGE W.S.= 4934.42 BRIDGE VELOCITY~ <br /> <br /> EGPRS EGLWC H3 QWEIR <br /> .00 4935.14 .05 O. <br />. ********* 13.09 4934.49 .00 <br />13248. 75. 10825. 2348. <br /> <br />QLOW <br /> <br />13248. <br /> <br />.00 4935.18 <br />38.1535. <br /> <br />BWP <br />6.00 <br /> <br />BAREA <br />2946.00 <br /> <br />HV <br />AROB <br />XNR <br />I CONT <br /> <br />HL <br />VOL <br />WTN <br />CORAR <br /> <br />5.18 <br /> <br />SS <br />6.50 <br /> <br />ELCHU ELCHD <br />4921.40 4921.40 <br /> <br />OLOSS <br />TWA <br />ELMIN <br />TOPWID <br /> <br />BANK ELEV <br />LEFT /RIGHT <br />SSTA <br />ENDST <br /> <br />CALCULATED CHANNEL AREA~ <br /> <br />WEIRLN <br /> <br />BAREA TRAPEZOID <br />AREA <br />2946. 2901. <br /> <br />.64 <br />1082. <br /> <br />41 <br /> <br />2559. <br /> <br />ELLC <br /> <br />ELTRD <br /> <br />4935.60 <br /> <br />4939.60 <br /> <br />o. <br /> <br />.00 <br />263. <br /> <br />.00 4928.80 <br />72. 4927.60 <br /> <br />PAGE 78 <br /> <br />PAGE <br /> <br />79 <br />
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