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 />GR 4900.1 <br />GR 4892 <br />GR 4898 <br />GR 4902 <br />GR 4904 <br /> <br />ET <br />Xl 209470 <br />GR 4900.1 <br />GR 4890 <br />GR 4900 <br />GR 4898 <br />GR 4904 <br />DISCHARGES <br /> <br />QT 3 <br />NC 0,062 <br />Xl 211250 <br />GR 4906.2 <br />GR 4896 <br />GR 4901.0 <br /> <br />NC 0,044 <br />DISCHARGES FOR <br />QT 3 <br />Xl 212317 <br />GR 4907.5 <br />1998 AS-BUILT <br />GR 4897.3 <br />GR 4908.4 <br /> <br />09MAR06 <br /> <br />QT <br />NC <br /> <br />3 <br />0.054 <br /> <br />9535 <br />9710 <br />10245 <br />10770 <br />11850 <br /> <br />5.1 <br />22 <br />8630 <br />8750 <br />8915 <br />9370 <br />10670 <br />FOR SPLIT FLOW <br /> <br />6500 <br />0.054 <br />15 <br />7590 <br />7695 <br />7820 <br /> <br />,054 <br />SPLIT FLOW <br />6560 <br />13 <br />7550 <br />DATA <br />7686 <br />7840 <br /> <br />16:05:36 <br /> <br />6700 <br />0,047 <br /> <br />4900 <br />4898 <br />4896 <br />4904 <br />4906 <br /> <br />5,1 <br />8650 <br />4900 <br />4892 <br />4902 <br />4898 <br />4906 <br /> <br />12400 <br /> <br />7620 <br />4904 <br />4896 <br />4900 <br /> <br />12490 <br />7585 <br />4906 <br /> <br />4898 <br />4908.9 <br /> <br />12700 <br /> <br />9545 <br />9745 <br />10310 <br />10830 <br />12080 <br /> <br />5.1 <br />8915 <br />8650 <br />8755 <br />9000 <br />9460 <br />10750 <br /> <br />15800 <br /> <br />7790 <br />7620 <br />7730 <br />7850 <br /> <br />16230 <br />7715 <br />7585 <br /> <br />7690 <br />7855 <br /> <br />16600 <br /> <br />RCIOOQ06.0H2 <br /> <br />4890 <br />4900 <br />4896 <br />4904 <br />4902 <br /> <br />8630 <br />280 <br />4890 <br />4894 <br />4902 <br />4900 <br /> <br />1800 <br />4900 <br />4893.1 <br />4900 <br /> <br />1050 <br />4898 <br /> <br />4904.3 <br />4912,4 <br /> <br />9570 <br />9920 <br />10470 <br />10900 <br />12110 <br /> <br />8915 <br />240 <br />8675 <br />8800 <br />9050 <br />9755 <br /> <br />1550 <br />7630 <br />7750 <br />7890 <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />4888.1 <br />:4902 <br />,4898 <br />4902 <br />:4904 <br /> <br />I <br /> <br /> <br />1260 <br />4888,7 <br />:4894 <br />,4904 <br />14900 <br /> <br /> <br />1 <br /> <br />'1780 <br />'4898 <br />'4896 <br />~4 90 6 <br /> <br />1100 <br />7610 <br /> <br />, <br />i1067 <br />48y.30 <br /> <br />4904.8 <br />I <br />! <br />1 <br />I <br /> <br />7715 <br />7885 <br /> <br />Xl <br />GR <br />GR <br />1998 <br />GR <br /> <br />"'"* * '" * * * '" '" * * * '" '" * '" '" '" * *... '" '" * '" * * * * * * * * * * * *... *.. * * * * * * '" * * * * * * * * * '" * * * * '" '" * * * * * * * * * * *1 * * * * <br />213072 13 7585 7800 730 680 ' 755 <br />4912 7490 4904 7520 4904 7585 i4902 <br />4900 7630 4899 7631 4898 7639.4 ,4901 <br />AS-BUILT DATA ! <br />4902 7750 4912.1 7800 4912.6 7845 I <br /> <br />*****"'*"'****"'''''''*'''*'''***********'''**'''*********'''*.*****'''***"'***********"'**"'****"'** <br />, <br /> <br />D/S SIDE 1998 AS-BUILT CONDITION TIMBERLINE RD. BRIDGE <br /> <br />*************************************************************************,**** <br /> <br />I <br />i <br />1 775 <br /> <br />.047 <br />24 <br /> <br />NC .054 <br />Xl 213847 <br />X3 10 <br />1998 AS-BUILT DATA <br />GR 4918.7 6269.23 <br />GR 4903.4 7620 <br />GR 4905.9 7680 <br />GR 4903.5 7810 <br />GR 4914 7883,1 <br /> <br />4903.0 <br />4903.2 <br />4907.3 <br />4907.1 <br />4917,8 <br />i <br />, <br />I <br />1.05 1,6 2,5 200 3t24.7 <br />*********"''''*'''****'''**'''***'''*'''****'''***'''**'''*****'''***'''***'''***"'**"''''***'''************* <br />U/S_SIDE 1998AS~BUILT CONDITION TIMBERLlllE RD. BRIDGE. . ..' l <br />**************************************************************************1**** <br />213907 27 7525 7880 60 60 i 60 <br />10 1 4916.75 4915.27 I <br /> <br />-10 6261.23 4918.7 6495.5 4918.97 1 <br />7535 4920,93 4915.08 7736.8 4922.5 4916.65 <br />8170,5 4916.75 8352.2 4915,27 i <br />8850.6 4917.8 , <br />6261.23 4914.6 6495.5 4911.1 6990.0 4909.6 <br />7540 4902.3 7570 4903.0 7590 4902.2 <br />7655 4905.8 7660 4906.2 7670 4904,3 <br />7695 4907,6 7745 4907.6 7755 4903.5 <br />7815 4906.9 7820 4907.0 7830 4$14.9 <br />8715.5 4917.8 8850.6 <br /> <br />SB <br /> <br />Xl <br />X2 <br />X3 <br />BT <br />BT <br />BT <br />BT <br />GR <br />GR <br />GR <br />GR <br />GR <br />GR <br /> <br />4918,7 <br />4911. 7 <br />4903.5 <br />4906,2 <br />4906.3 <br />4915 <br /> <br />.04 <br />7545 <br /> <br />4914.6 <br />4901. 3 <br />4905.2 <br />4906.8 <br />4914.4 <br /> <br />7880 <br /> <br />6503.5 <br />7630 <br />7695 <br />7820 <br />8360.2 <br /> <br />4913.3 <br />4902.0 <br />4906.9 <br />4907.0 <br />4915 <br /> <br />700 <br /> <br />7545 <br />7650 <br />7720 <br />7830 <br />8723.5 <br /> <br />700 <br /> <br />I <br />**************************************************************************1**** <br />U/S SIDE PROPOSED ULTIMATE CONDITION TIMBERLINE RD. BRIDGE <br />*************************************************************************f**** <br /> <br />ET 7,1 7.1 7.1 7,1 17515 <br />Xl199~1i;~~UILT DATA20 7515 7875 70 70 1 70 <br /> <br />GR 4912.1 7515 4911.4 7535 4903.1 7555 4903.4 <br />GR 4902.1 7650 4903,0 7655 4904.6 7657 4909.6 <br />GR 4903.4 7780 4903.7 7800 4906.1 7810 4907.0 <br />GR 4913.3 7875 4913.3 7960 4913.2 7975 4?13.7 <br />~;;*~;~*;~;;;;*;;;;*******************************************************1**** <br /> <br /> <br />o 9MARO 6 16: 05: 36 <br /> <br />I <br /> <br />QT <br /> <br />DISCHARGES FOR PROFILE COMPUTATIONS <br /> <br />13300 <br /> <br />9581 <br />10000 <br />10685 <br />11 070 <br />12320 <br /> <br />8691 <br />8850 <br />9155 <br />10180 <br /> <br />7640 <br />7775 <br />7960 <br /> <br />7613 <br /> <br />7770 <br /> <br />7595 <br />7681 <br /> <br />7570 <br />7660 <br />7770 <br />7840 <br />8858.6 <br /> <br />6990,03 <br />7875 <br />8420.5 <br /> <br />7495.5 <br />7615 <br />7675 <br />7780 <br />7880 <br /> <br />4890 <br />4900 <br />4900 <br />4902 <br />4910 <br /> <br />4886.9 <br />4894 <br />4900 <br />4902 <br /> <br />4898 <br />4900 <br />4914,4 <br /> <br />4896.7 <br /> <br />4905,1 <br /> <br />4900 <br />4901 <br /> <br />4903.0 <br />4905.0 <br />4903.4 <br />4913.8 <br /> <br />4903 <br /> <br />4916.61 <br />4921. 7 <br />4915.48 <br /> <br />4914 <br />4902.6 <br />4904.2 <br />4903.5 <br />4914.4 <br /> <br />7960 <br /> <br />7580 <br />7745 <br />7820 <br />8070 <br /> <br />4901. 5 <br />4909.2 <br />49'07.1 . <br />4914.9 <br /> <br />I <br />I <br />P:\COFC2003\10 - Oxbow Levee\LOMR\FinDisk (Final)\Appendix G\FEMA Model~\Revised Models\RClOOQ06.doc <br /> <br />5370 <br /> <br />10200 <br /> <br />Page 8 of 49 <br /> <br />9655 <br />10230 <br />10705 <br />11350 <br />12810 <br /> <br />8697 <br />8895 <br />9230 <br />10440 <br /> <br />7660 <br />7790 <br />8000 <br /> <br />7640 <br /> <br />7820 <br /> <br />7610 <br />7730 <br /> <br />7595 <br />7665 <br />7795 <br />7880 <br /> <br />4901 <br /> <br />4915.85 <br /> <br />7525 <br />7650 <br />7685 <br />7795 <br />8352.2 <br /> <br />7620 <br />7755 <br />7830 <br />8095 <br /> <br />. <br /> <br />PAGE <br /> <br />14 <br /> <br />. <br /> <br />PAGE <br /> <br />15 <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.