My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FLOOD10377 (3)
CWCB
>
Floodplain Documents
>
Backfile
>
10001-11000
>
FLOOD10377 (3)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/23/2009 12:41:14 PM
Creation date
7/23/2007 2:02:09 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.5
Date
4/11/2006
Prepared For
Fort Collins
Prepared By
Anderson Consulting Engineers, Inc.
Floodplain - Doc Type
Floodplain Report/Masterplan
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
178
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 />3470 ENCROACHMENT STATIONS= <br /> <br />RCIOOQ06.0H2 <br /> <br />8170.1 <br /> <br />8361.1 TYPE= <br /> <br />3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= <br /> <br />5012.20 ELREA= <br /> <br />229997.000 16.39 4958.19 4953.31 4958.19 4959.26 <br />13700.0 .0 13700.0 .0 .0 1646.2 <br />1. 75 .00 8.32 .00 .000 .035 <br />.001907 235. 240. 215. 4 5 <br />'SECNO 230017.000 <br />1 <br />09MAR06 16:05:36 <br />SECNO DEPTH CvlSEL CRIWS WSELK EG <br />Q QLOB QCH QROB ALOB ACH <br />TIME VLOB VCH VROB XNL XNCH <br />SLOPE XLOBL XLCH XLOBR ITRIAL IDC <br /> <br />TARGET= <br /> <br />HV <br />AROB <br />XNR <br />ICONT <br /> <br />CLASS A LOW FLOW <br />3420 BRIDGE W,S.= 4958.52 BRIDGE VELOCITY= 7,62 CALCULATED <br />EGPRS EGLWC H3 QWEIR QLOW BAREA TRAPEZOID <br /> AREA <br />,00 4959.34 .12 O. 13700. 2803. 2850. <br /> <br />3470 ENCROACHMENT STAT! ONS= <br /> <br />8130.0 <br /> <br />8342.1 <br /> <br />TYPE= <br /> <br />TARGET= <br /> <br />3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 4967,60 ELREA= <br />230017.000 15.71 4958.31 .00 4958.31 4959.34 1.02 <br />13700.0 .0 13700.0 .0 .0 1687.0 .0 <br /> 1. 75 .00 8.12 ,00 .000 .035 .000 <br />.002029 20. 20, 20. 0 0 0 <br /> <br />.SECNO 230193.000 <br /> <br />3265 DIVIDED FLOW <br /> <br />3301 HV CHANGED MORE THAN HVINS <br /> <br />3470 ENCROACHMENT STATIONS= <br />230193.000 13.51 4958.51 <br />13700.0 1717.5 11982.5 <br />1.76 1.59 10.74 <br />.003525 230. 176. <br /> <br />'SECNO 230355.000 <br />7185 MINIMUM SPECIFIC ENERGY <br />3720 CRITICAL DEPTH ASSUMED <br /> <br />7440.0 <br />4957.92 <br />.0 <br />.00 <br />130. <br /> <br />8375.0 TYPE= <br />4958.51 4960.08 <br />1082.5 1115.4 <br />.083 .035 <br />3 12 <br /> <br />TARGET= <br />1.57 <br />,0 <br />.000 <br />o <br /> <br />3470 ENCROACHMENT STATIONS= 7500.0 8313.3 TYPE= TARGET= <br />230355,000 7.97 4959.47 4959.47 4959.47 4960.99 1. 52 <br />13700.0 4547.6 9147.6 4.7 1531.4 767,5 2.3 <br />1. 76 2.97 11.92 2.08 .083 .035 .053 <br />,008009 217. 162: 157. 0 14 0 <br /> <br />09MAR06 16:05:36 <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 /> <br />.SECNO 230467,000 <br />7185 MINIMUM SPECIFIC ENERGY <br />3720 CRITICAL DEPTH ASSUMED <br /> <br />3470 ENCROACHMENT STATIONS= <br />230467,000 8,87 4962,57 <br />13700.0 2346.6 11353.4 <br />1.76 1,99 11.18 <br />.005745 113, 112. <br /> <br />'SECNO 230472,000 <br /> <br />3301 HV CHANGED MORE THAN HVINS <br /> <br />7480.0 <br />4962.57 <br />.0 <br />.00 <br />113. <br /> <br />8440.0 TYPE= <br />4962.57 4964.19 <br />1181.61015.1 <br />.083 .035 <br />o 8 <br /> <br />1. 08 <br />,0 <br />.000 <br />o <br /> <br />I <br />I <br />! <br /> <br />!' 191.000 <br /> <br />100000.00 <br />I <br />! ,63 <br />2579.5 <br />I .000 <br />.00 <br /> <br />5012.20 <br />100000.00 <br />8185.61 <br />8352.87 <br /> <br />L- BANK ELEV <br />R-BANK ELEV <br />SSTA <br />ENDST <br /> <br />1730. <br /> <br />ELTRD <br /> <br />WE IRLN <br /> <br />.24 <br />718.1 <br />4941.80 <br />167 .25 <br /> <br />HL <br />VOL <br />WTN <br />CORAR <br />I <br />I <br />I <br />I <br />I <br />CHANNEL AREA= <br />i <br />I <br />1 ELLC <br />1 <br />14964.40 <br />I <br />I <br />! 212,100 <br /> <br />OLOSS <br />TWA <br />ELMIN <br />TOPWID <br /> <br />, <br />100000,00 <br />1 <br /> <br />.07 <br />2580.2 <br />II ,000 <br />.00 <br />1 <br />I <br />I <br />I <br />I <br />! <br />, <br /> <br />.00 <br />718.1 <br />4942.60 <br />189.16 <br /> <br />4964,00 <br /> <br />4967.60 <br />100000.00 <br />8139.84 <br />8329,00 <br /> <br />4959.00 <br />4959.00 <br />7440.00 <br />8311.53 <br /> <br />4958.00 <br />4958.00 <br />7500.00 <br />8286.2i <br /> <br />HV IlL OLOSS L- BANK ELEV <br />AROB V.OL TWA R-BANK ELEV <br />XNR WTN ELMIN SSTA <br />ICONT CORAR TOPWID ENDST <br />I <br /> <br />TARGET= <br />.98 <br />3.0 <br />.053 <br />o <br /> <br />Page 38 of 49 <br /> <br />I <br />1 <br />I <br />:-7440.000 <br />i .47 <br />2588.8 <br />i .000 <br />I .00 <br />I <br />I <br />1 <br />j <br />I <br />I <br />j-7500.000 <br />.89 <br />2598,8 <br />I .000 <br />I ,00 <br />I <br />i <br />i <br /> <br />,27 <br />720.7 <br />4945.00 <br />857,81 <br /> <br />.02 <br />724.6 <br />4951. 50 <br />786~21 <br /> <br />i <br />I <br />I <br />i <br />1-7480.000 <br />I ,76 <br />2604.6 <br />I .000 <br />I .00 <br />I <br />1 <br />I <br />I <br />I <br /> <br />.05 <br />726.7 <br />4953.70 <br />805.09 <br /> <br />.19 <br />726.8 <br />4953.70 <br />816,74 <br /> <br />4961.50 <br />4962.90 <br />7480.00 <br />8285.09 <br /> <br />3470 ENCROACHMENT STATIONS= <br />230472,000 9.72 4963.42 <br />13700.0 3391.4 10306.7 <br />1.76 1.95 9.09 <br />.003288 5. 5. <br /> <br />:-7480.000 <br />i ,02 <br />2604.9 <br />I ,000 <br />1.00 <br />P:\COFC2003\10 - Oxbow Levee\LOMR\FinDisk (Final)\Appendix G\FEMA Models\Revised Models\RCIOOQ06.doc <br /> <br />4961. 50 <br />4962.90 <br />7480.00 <br />8296.74 <br /> <br />7480.0 <br />4962,56 <br />1.9 <br />,65 <br />5. <br /> <br />8440.0 TYPE= <br />4963.42 4964.40 <br />1743.4 1133,5 <br />.083 ,035 <br />11 5 <br /> <br />TARGET= <br />1. 62 <br />,0 <br />.000 <br />o <br /> <br />O. <br /> <br />. <br /> <br />PAGE 68 <br /> <br />. <br /> <br />PAGE <br /> <br />69 <br /> <br />. <br /> <br />Created on 3/9/2006 4:06 PM <br />
The URL can be used to link to this page
Your browser does not support the video tag.