My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FLOOD10377 (2)
CWCB
>
Floodplain Documents
>
Backfile
>
10001-11000
>
FLOOD10377 (2)
Metadata
Thumbnails
Annotations
Entry Properties
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
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.
/
349
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= 7480.0 8440.0 TYPE= 1 TARGET~ -7480.000 . <br />********* 6.10 4959.80 .00 .00 4960.97 1.18 .04 1.19 4961.50 <br />5450. O. 5450. O. O. 626. O. 310. ~04. 4962.90 <br /> .56 .00 8.70 .00 .000 .035 .000 .000 4953.70 8145.03 <br />.006365 5. 5. 5. 6 0 0 .00 140.03 8285.06 <br />0 <br />CCHV~ .300 CEHV= .500 <br />'SECNO 230817.000 <br />3301 HV CHANGED MORE THAN HVINS <br />3302 WARNING: CONVEYANCE CHANGE OUTS IDE OF ACCEPTABLE RANGE, KRATIO 3.22 <br />3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 4962.00 ELREA= 4966.00 <br />**+****** 8.91 4961.61 .00 .00 4961.77 .16 .49 1.30 4964.00 <br />5450. O. 5450. O. O. 1705. O. 319. 106. 4966.00 <br /> .59 .00 3.20 .00 .000 .035 .000 .000 4952.70 7721.79 <br />.000614 520. 345. 340. 3 0 0 .00 319.54 8041. 34 <br />10/16/93 19:40:25 PAGE 28 <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 Er.MIN SSTA <br />SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST <br /> <br />SPECIAL BRIDGE <br /> <br />SB XK <br />.90 <br /> <br />XKOR <br />1. 56 <br /> <br />COFQ RDLEN BWC BWP BAREA <br />2.60 .00 85.00 10.00 2076.00 <br />4961.59 BRIDGE VELOCITY= 3.68 CALCULATED <br />H3 QWEIR QLOW BAREA TRAPEZOID <br /> AREA <br />.01 O. 5450. 2076. 1976. <br /> <br />.SECNO 230897.000 <br />CLASS A LOW FLO,I <br /> <br />3420 BRIDGE W.S.~ <br /> <br />EGPRS EGLWC <br /> <br />.00 4961.80 <br /> <br />3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= <br /> <br />4962.00 ELREA= <br /> <br />5450. <br />.60 <br />.000783 <br /> <br />9.02 <br />O. <br />.00 <br />80. <br /> <br />.00 <br />O. <br />.000 <br />o <br /> <br />.18 <br />O. <br />.000 <br />o <br /> <br />4961. 62 <br />5450. <br />3.44 <br />80. <br /> <br />.00 <br />o. <br />.00 <br />80. <br /> <br />4961. 80 <br />1583. <br />.035 <br />o <br /> <br />o <br />.SECNO 231007.000 <br /> <br />3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= <br /> <br />4966. 00 ELREA~ <br /> <br />5450. <br />.61 <br />.000414 <br /> <br />11.39 <br />O. <br />.00 <br />110. <br /> <br />4961. 79 <br />5450. <br />2.50 <br />110. <br /> <br />4961. 89 <br />2182. <br />.035 <br />o <br /> <br />.10 <br />O. <br />.000 <br />o <br /> <br />.00 <br />O. <br />.00 <br />110. <br /> <br />.00 <br />O. <br />.000 <br />3 <br /> <br />SPEC IAL BRIDGE <br /> <br />SB XK XKOR <br />.95 1. 56 <br /> <br />RDLEN <br />.00 <br /> <br />BWP BAREA <br />37.30 4971.00 <br /> <br />COFQ <br />2.60 <br /> <br />BWC <br />51.00 <br /> <br />.SECNO 231022.000 <br />CLASS A LOW FLOW <br />3420 BRIDGE W.S.~ 4961.73 BRIDGE VELOCITY= 3.22 CALCULATED <br />1 <br />10/16/93 19:40:25 <br />SECNO DEPTH CWSEL CRIWS WSELK EG HV HL <br />Q QLOB QCH QROB ALOB ACH AROB VOL <br />TIME VLOB VCH VROB XNL XNCH XNR WTN <br />SLOPE XLOBL XLCH XLOBR ITRIAL IDC I CONT CORAR <br /> <br />EGPRS EGLWC <br /> <br />H3 <br /> <br />QLOW <br /> <br />BAREA TRAPEZOID <br />AREA <br />4971. 4639. <br /> <br />QWEIR <br /> <br />.00 4961.93 <br /> <br />o. <br /> <br />5450. <br /> <br />.02 <br /> <br />3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= <br /> <br />4966.00 ELREA= <br /> <br />ELCHU <br />4952.60 <br /> <br />ELCHD <br />4952.60 <br /> <br />SS <br /> <br /> <br />"r <br /> <br /> <br />CHANNEL AREA~ <br />I <br />ELLC <br />I <br />49r.40 <br />496j::: <br /> <br />107. <br />4952.60 <br /> <br />31r7 <br /> <br />4970.00 <br /> <br />1.03 <br />108. <br />4950.40 <br />441.53 <br /> <br />1482. <br /> <br />ELTRD <br /> <br />WE IRLN ' <br /> <br />o. <br /> <br />4963.40 <br /> <br />. <br /> <br />.03 <br />322. <br />.000 <br />.00 <br /> <br />4964.00 <br />4966.00 <br />7708.93 <br />8028.10 <br /> <br />.06 <br />327. <br />.000 <br />.00 <br /> <br />4966.00 <br />4970.00 <br />7904.46 <br />8345.99 <br /> <br />ELCHU <br />4950.40 <br /> <br />ELCHD <br />4950.40 <br /> <br />SS <br /> <br /> <br />"r <br />Ole _. <br /> <br />OL0SS <br />TWA <br />ELMIN <br /> <br />TTID <br /> <br />ELLC <br />I <br />49r.50 <br />4970.00 <br /> <br />1695. <br /> <br />PAGE <br /> <br />29 <br /> <br />BANK ELEV <br />LEFT/RIGHT <br />SSTA <br />ENDST <br /> <br />ELTRD <br /> <br />WEIRLN <br /> <br />4966.00 <br /> <br />o. ' <br /> <br />. <br /> <br />16 <br />
The URL can be used to link to this page
Your browser does not support the video tag.