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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 />.17 1. 97 7.05 2.17 .065 .035 .090 .000 4921. 40 11174.38 <br />.001263 75. 75. 75. 0 0 0 .00 314.51 11488.89 <br />0 . <br />*SECNO 223617.000 <br />3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO ~ .66 <br /> <br /> 3470 ENCROACHMENT STATIONS~ .0 10400.0 TYPE= 1 TARGET~ 10400.000 <br /> ********* 8.51 4936.71 .00 .00 4937.30 .59 2.11 .102 4934.40 <br /> 13248. 4320. 8762. 166. 1964. 1179. 117. 340. 94. 4934.00 <br /> .23 2.20 7.43 1. 42 .062 .035 .076 .000 4928,120 9086.57 <br /> .002873 1300. 1165. 800. 4 0 0 .00 1313,143 10400.00 <br />0 L <br /> CCHV= .300 CEHV~ .500 <br /> *SECNO 224597.000 <br /> ********* 10.58 4939.88 .00 .00 4940.66 .78 3.26 4938.00 <br /> 12897. 5180. 7717. O. 1760. 874. O. 403. 122. 4960.00 <br /> .27 2.94 8.83 .00 .046 .035 .000 .000 4929 !30 9223.56 <br /> .004150 910. 980. 880. 5 0 0 .00 1261 J20 10484.77 <br />0 <br /> CCHV= .300 CEHV= .500 <br /> *SECNO 226167.000 <br /> 3265 DIVIDED FLOW <br /> <br />3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 1. 55 <br />10/16/93 19:40:25 PAGE 80 <br />SECNO DE PTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV <br />Q QLOB QCH QROB ALOB ACH AROB VOL TWAI LEFT/RIGHT <br />TIME VLOB VCH VROB XNL XNCH XNR WTN ELllIN SSTA <br />SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORM TOPWID ENDST <br />********* 11.83 4943.43 .00 .00 4944.30 .87 3.60 1.05 4941.90 <br />12897. 450. 10952. 1495. 474. 1356. 705. 478. 149. 4939.30 <br />.33 .95 8.08 2.12 .069 .035 .053 .000 49311.60 8515.70 <br />.001725 900. 1570. 1360. 2 0 0 .00 9611.93 9538.28 <br />0 <br />CCHV~ .300 CEHV= .500 <br />*SECNO 227397.000 <br />3301 HV CHANGED MORE THAN HVINS . <br />3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .44 <br /> <br />4944.77 , NOT <br /> <br />49561: :: <br /> <br />162. <br />4934'.90 <br /> <br /> <br />"1" <br /> <br />4946.61 HYDRAULIC JUMP OCCURS DOWNSTREAM (IF LOW <br />SS I ELCHU <br /> <br />· T mo.>o <br /> <br /> <br />CHANNEL AREA= <br />I <br />ELLC <br />I <br />4T.50 <br /> <br />4954.00 <br /> <br />1.00 <br />163. <br />4934.90 <br />151.18 <br /> <br />4949.30 <br />4956.50 <br />8375.75 <br />8541.28 <br /> <br />3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 4949.30 ELREA= <br />********* 11. 71 4946.61 .00 .00 4949.23 2.61 4.06 <br />12897. O. 12897. O. O. 994. O. 525. <br />.35 .00 12.97 .00 .000 .035 .000 .000 <br />.008824 900. 1230. 1200. 2 0 0 .00 <br /> <br />SPECIAL BRIDGE <br /> <br />5227 DOWNSTREAM ELEV IS <br /> <br />FLOW CONTROL~) <br /> <br />ELCHD <br />4934.90 <br /> <br />SB XK XKOR COFQ RDLEN BWC BWP BAREA <br /> 1.25 1.56 2.60 .00 35.00 2.00 2058.00 <br />*SECNO 227437.000 <br />CLASS B LOW FLOW <br />3420 BRIDGE W.S.= 4945.81 BRIDGE VELOCITY= 14.89 CALCULATED <br />EGPRS EGLWC H3 QWEIR QLOW BAREA TRAPEZOID <br /> AREA <br /> .00 4949.87 .00 O. 12897. 2058. 2696. <br /> <br />866. <br /> <br />ELTRD <br /> <br />WEIRLN, <br /> <br />4957.80 <br /> <br />o. <br /> <br />3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA~ <br /> <br />4951.10 ELREA= <br /> <br /> ********* 12.06 4946.96 .00 .00 4949.87 <br /> 12897. O. 12897. O. O. 943. <br /> .35 .00 13.68 .00 .000 .035 <br /> .009324 120. 40. 40. 0 0 <br />0 <br />1 <br /> 10/16/93 19:40:25 <br /> <br />2.90 <br />O. <br />.000 <br />o <br /> <br />.64 <br />526. <br />.000 <br />.00 <br /> <br />4951.10 <br />4954.00 <br />8208.39 <br />8359.57 <br /> <br />PAGE 81 <br /> <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 CORM TOPWID ENDST <br /> 42 <br />
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