My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FLOOD10377 (6)
CWCB
>
Floodplain Documents
>
Backfile
>
10001-11000
>
FLOOD10377 (6)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/23/2009 12:41:13 PM
Creation date
7/23/2007 2:06:08 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. - Appendix G.2
Date
4/11/2006
Prepared For
Fort Collins
Prepared By
Anderson Consulting Engineers, Inc.
Floodplain - Doc Type
Floodplain Report/Masterplan
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
339
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
<br />. <br /> <br />. <br /> <br />. <br /> <br />3265 DIVIDED FLOW <br /> <br />263387.000 <br />6400. 0 <br />2.02 <br />.003084 <br /> <br />6.80 <br />1888.3 <br />6.04 <br />800. <br /> <br />5100.50 <br />4511.7 <br />5.89 <br />1100. <br /> <br />SPECIAL BRIDGE <br /> <br />SB XK <br />1.25 <br /> <br />XKOR <br />1. 56 <br /> <br />COFQ <br />2.60 <br /> <br />1490 NH CARD USED <br />*SECNO 263422.000 <br /> <br />3265 DIVIDED FLOW <br /> <br />CLASS A LOW FLOW <br /> <br />3420 BRIDGE W.S.= <br /> <br />DEUQ06.0H2 <br /> <br />.00 <br />.0 <br />.00 <br />1200. <br /> <br />5100.50 <br />312.4 <br />.035 <br />3 <br /> <br />RDLEN <br />.00 <br /> <br />BWC <br />7B .00 <br /> <br />EGPRS EGLWC <br /> <br />5100.62 BRIDGE VELOCITY= <br /> <br />QLOW <br /> <br />.00 5101.36 <br /> <br />H3 QWEIR <br /> <br />.16 O. <br /> <br />263422.000 <br />6400.0 <br />2.02 <br />.004290 <br /> <br />6.16 <br />2376.4 <br />7.28 <br />35. <br /> <br />5100.66 <br />4023.6 <br />6.38 <br />35. <br /> <br />CCHV~ .300 CEHV= .500 <br />*SECNO 263817.000 <br /> <br />3265 DIVIDED FLOW <br /> <br />3301 HV CHANGED MORE THAN HVINS <br /> <br />7185 MINIMUM SPECIFIC ENERGY <br />1 <br /> <br />06FEB06 <br /> <br />09: 17: 31 <br /> <br />SECNO <br />Q <br />TIME <br />SLOPE <br /> <br />DEPTH <br />QLOB <br />VLOB <br />XLOBL <br /> <br />CWSEL <br />QCH <br />VCH <br />XLCH <br /> <br />3720 CRITICAL DEPTH ASSUMED <br /> <br />3470 ENCROACHMENT STATIONS~ <br />263817.000 6.11 5104.31 <br />6400.0 -.0 6400.0 <br />2.03 .00 10.79 <br />.012632 430. 395. <br /> <br />*SECNO 264962.000 <br /> <br />3301 HV CHANGED MORE THAN HVINS <br /> <br />CRIWS <br />QROB <br />VROB <br />XLOBR <br /> <br />.0 <br />5104.31 <br />.0 <br />.00 <br />410. <br /> <br />.00 <br />.0 <br />.00 <br />35. <br /> <br />5100.67 <br />326.4 <br />.035 <br />o <br /> <br />5101.05 <br />766.3 <br />.035 <br />o <br /> <br />BWP <br />10.00 <br /> <br />8.80 <br /> <br />BAREA <br />1201. 00 <br /> <br />.55 <br />.0 <br />.000 <br />o <br /> <br />3.04 <br />1110.4 <br />.000 <br />.00 <br /> <br />SS <br />6.50 <br /> <br />.10 <br />362.6 <br />5093.70 <br />277. 62 <br /> <br />5107.80 <br />5107.30 <br />5851. 55 <br />6390.60 <br /> <br />6400. <br /> <br />BAREA TRAPEZOID <br />AREA <br />1201. 1176. <br /> <br />.70 <br />.0 <br />.000 <br />o <br /> <br />HL <br />VOL <br />WTN <br />CORAR <br /> <br />5519.999 <br />2.75 <br />1118.4 <br />.000 <br />.00 <br /> <br />3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 2.19 <br /> <br />3470 ENCROACHMENT STATIONS= <br />264962.000 9.18 5111.28 <br />6400.0 6.1 5269.0 <br />2.07 1. 07 7.91 <br />.002624 1000. 1145. <br /> <br />CCHV= .500 CEHV= .800 <br />*SECNO 265197.000 <br /> <br />3301 HV CHANGED MORE THAN HVINS <br /> <br />3470 ENCROACHMENT STATIONS~ <br />265197.000 8.805111.90 <br />6400.0 11.0 6389.0 <br />2.08 1.31 10.31 <br />.004694 235. 235. <br /> <br />06FEB06 <br /> <br />09:17:31 <br /> <br />.0 <br />.00 <br />1125.0 <br />1. 46 <br />1145. <br /> <br />ASQ <br /> <br />ERRAC <br /> <br />TWSPILL TO LEFT BANK ABOVE LINCOLN AVENUE <br /> <br />TASQ <br /> <br />QCOMP <br /> <br />WSELK <br />ALOB <br />XNL <br />I TRIAL <br /> <br />ELCHU ELCHD <br />5094.50 5093.60 <br /> <br />CALCULATED CHANNEL AREA~ <br /> <br />ELLC <br /> <br />5101. 36 <br />630.3 <br />.035 <br />o <br /> <br />EG <br />ACH <br />XNCH <br />IDC <br /> <br />5520.0 TYPE= <br />5104.31 5106.12 <br />.0 593.3 <br />.000 .035 <br />7 5 <br /> <br />5972.0 TYPE= <br />5111. 28 5112.09 <br />5.7 665.8 <br />.080 .035 <br />3 0 <br /> <br />.0 <br />.00 <br />.0 <br />.00 <br />180. <br /> <br />6110.0 TYPE= <br />5111.90 5113.55 <br />8.5 619.7 <br />.100 .035 <br />2 0 <br /> <br />TABER <br /> <br />HV <br />AROB <br />XNR <br />I CONT <br /> <br />TARGET= <br />1. 81 <br />.0 <br />.000 <br />o <br /> <br />TARGET= <br />.81 <br />768,6 <br />.064 <br />o <br /> <br />TARGET= <br />1. 65 <br />.0 <br />.000 <br />o <br /> <br />NITER <br /> <br />5971.999 <br />5.67 <br />1145.1 <br />.000 <br />.00 <br /> <br />6109.999 <br />.79 <br />1150.2 <br />.000 <br />.00 <br /> <br />DSWS <br /> <br />5103.70 <br /> <br />.32 <br />1111.3 <br />.000 <br />.00 <br /> <br />.00 <br />362.8 <br />5094.50 <br />266.28 <br /> <br />OLOSS <br />TWA <br />ELMIN <br />TOPWID <br /> <br />.55 <br />364.8 <br />5098.20 <br />169.54 <br /> <br />.30 <br />376.5 <br />5102.10 <br />720.27 <br /> <br />.67 <br />378.3 <br />5103.10 <br />94.82 <br /> <br />USWS <br /> <br />660. <br /> <br />EL TRD <br /> <br />WE IRLN <br /> <br />TCQ <br /> <br />5106.90 <br /> <br />o. <br /> <br />5106.70 <br />5106.20 <br />5815.90 <br />6239.87 <br /> <br />L-BANK ELEV <br />R-BANK ELEV <br />SSTA <br />ENDST, <br /> <br />5110.00 <br />5106.40 <br />5078.71 <br />5398.61 <br /> <br />5108.00 <br />5110.00 <br />5051.53 <br />5771. 80 <br /> <br />5107.90 <br />5114.20 <br />5050.77 <br />5145.60 <br /> <br />DSSNO <br /> <br />USSNO <br /> <br />P:\COFC2003\10 - Oxbow Levee\LOMR\FinDisk (Final)\Appendix G\FEMA Models\Duplicate Effective ModeIs\DEUQ06.doc <br /> <br />Page 25 of 65 <br /> <br />PAGE <br /> <br />45 <br /> <br />PAGE <br /> <br />46 <br /> <br />Created on 2/6/2006 9:19 AM <br />
The URL can be used to link to this page
Your browser does not support the video tag.