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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 />*SECNO 221702.000 <br />6110 EGLWC OF 4932.40 LESS THAN XEG OF 4932.46 <br />CLASS A LOW FLOW <br /> <br />3420 BRIDGE W.S.~ <br /> <br />4931.38 BRIDGE VELOCITY~ <br /> <br />7.41 <br /> <br />CALCULATED CHANNEL ARElI. = <br /> <br />1376. <br /> <br />EGPRS EGLWC <br /> <br />H3 <br /> <br />QWEIR <br /> <br />QLOW <br /> <br />.00 4932.40 <br /> <br />.07 <br /> <br />o. <br /> <br />10199. <br /> <br />BAREA TRAPEZOID <br />AREA <br />2461. 3189. <br /> <br />ELLC <br /> <br />ELTRD <br /> <br />WEIRLN <br /> <br />4938.90 <br /> <br />4938.00 <br /> <br />o. <br /> <br />3495 OVERBANK ARElI. ASSUMED NON-EFFECTIVE, ELLEA= 4932.80 ELREA= 4939.50 <br />********* 10.31 4931. 51 .00 .00 4932.46 .89 .00 .00 4932.80 <br />10199. O. 10199. O. O. 1348. O. 193. 61. 4939.50 <br />.17 .00 7.56 .00 .000 .035 .000 .000 4921.20 11390.52 <br />.002982 110. 65. 95. 0 0 0 .00 226.52 11617.04 <br />0 <br />.SECNO 222377.000 <br />3302 WARNING: CONVEYANCE CHANGE OUT SIDE OF ACCEPTABLE RANGE, KRATIO = 1. 49 <br />********* 11.61 4933.31 .00 .00 4933.91 .59 1. 35 .09 4929.40 <br />10199. 78. 8873. 1248. 43. 1347. 721. 224. 66. 4925.10 <br />.21 1. 81 6.59 1. 73 .065 .035 .090 .000 4921. 70 11325.85 <br />.001336 400. 675. 1200. 2 0 0 .00 316 .10 11641.95 <br />10/16/93 19:40:25 <br />SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV <br />Q QLOB QCH QROB F.LOB ACH F.ROB VOL TWA LEFT /RIGHT <br />TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTF. <br />SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDS T <br /> <br />PAGE 50 <br /> <br />SPECIAL 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 />BWP <br />6.00 <br /> <br />BAREl'. <br />2946.00 <br /> <br />SS <br />6.50 <br /> <br />ELCHU <br />4921.40 <br /> <br />ELCHD <br />4921.40 <br /> <br />. <br /> <br />.SECNO 222452.000 <br />6110 EGLWC OF 4933.86 LESS THAN XEG OF 4933.91 <br />CLASS A LQ;/ FLOW <br /> <br />3420 BRIDGE W.S.= <br /> <br />4933.29 BRIDGE VELOCITY= <br /> <br />4.53 <br /> <br />CALCULATED CHANNEL AREA= <br /> <br />2252. <br /> <br />EGPRS EGLWC <br /> <br />H3 <br /> <br />QWE IR <br /> <br />QLOW <br /> <br />BAREA <br /> <br />.00 4933.86 <br /> <br />.04 <br /> <br />o. <br /> <br />10199. <br /> <br />2946. <br /> <br />TRAPEZOID <br />AREA <br />2901. <br /> <br />ELLC <br /> <br />ELTRD <br /> <br />WE IRLN <br /> <br />4935.60 <br /> <br />4939.60 <br /> <br />o. <br /> <br />********* 11. 95 4933.35 .00 .00 4933.91 .51 .00 .00 4928.80 <br />10199. 44. 8476. 1678. 27. 1363. 908. 228. 66. 4927.60 <br />.21 1. 65 6.22 1. 85 .065 .035 .090 .000 4921.40 11175.81 <br />.001151 75. 75. 75. 0 0 0 .00 312.72 11488.53 <br />0 <br />.SECNO 223617.000 <br />3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .48 <br /> <br />3470 ENCROACHMENT 5 TAT IONS= .0 10400.0 TYPE= 1 TARGET= 10400.000 <br />********* 7.40 4935.60 4935.49 .00 4936.51 .92 2.40 .20 4934.40 <br />10199. 1967. 8187. 45. 979. 962. 38. 283. 85. 4934.00 <br /> .25 2.01 8.51 1.18 .062 .035 .076 .000 4928.20 9346.16 <br />.004942 1300. 1165. 800. 6 20 0 .00 1021. 80 10367.96 <br /> <br />o <br />CCHV= .300 CEHV= <br />.SECNO 224597.000 <br />********* 10.42 <br />10192. 3825. <br />.30 2.40 <br />.003068 910. <br /> <br />.500 <br /> <br />4939.72 <br />6367. <br />7.48 <br />980. <br /> <br />.00 <br />O. <br />.00 <br />880. <br /> <br />.00 <br />1592. <br />.046 <br />4 <br /> <br />4940.30 <br />852. <br />.035 <br />o <br /> <br />.58 <br />O. <br />.000 <br />o <br /> <br />3.69 <br />331. <br />.000 <br />.00 <br /> <br />.10 <br />109. <br />4929.30 <br />1231. 88 <br /> <br />4938.00 <br />4960.00 <br />9252.60 <br />10484.48 <br /> <br />o <br />CCHV= <br />1 <br /> <br />.300 CEHV= <br /> <br />.500 <br /> <br /> 10/16/93 19:40:25 PAGE 51 <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 ICONT CORAR TOPWID ENDST <br /> .SECNO 226167.000 <br />. 3265 DIVIDED FLOW <br />********* 11.10 4942.70 .00 .00 4943.47 .77 3.08 .10 4941. 90 <br />10192 . 112. 9262. 819. 179. 1257. 474. 394. 133. 4939.30 <br /> 27 <br />
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