My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FLOOD02650
CWCB
>
Floodplain Documents
>
Backfile
>
2001-3000
>
FLOOD02650
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/25/2010 6:25:03 PM
Creation date
10/4/2006 11:02:32 PM
Metadata
Fields
Template:
Floodplain Documents
County
La Plata
Stream Name
Animas River
Basin
San Juan/Dolores
Title
Hydrology Addendum to FIS La Plata County Unincorporated Areas
Date
5/21/2002
Prepared For
La Plata County
Prepared By
Montgomery Watson
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.
/
51
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 />I: <br />. <br />I. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br /> <br />below the dam using the CWCB regional regression equations. The appropriate CWCB <br />regression equation has been previously presented in this document. <br /> <br />Flows for tributary streams to the Florida River studied by approximate methods were also <br />determined using the CWCB regional regression equations, The results of this analysis are <br />presented in Table 2. <br /> <br />A short reach of the Animas River between Smith Lake and East Animas Road north of Durango <br />is also studied by approximate methods in the 2001 PIS. Detailed study of the stream begins <br />immediately downstream of East Animas Road and the discharge rate used in the detailed study <br />has been adopted for use in the short approximate reach upstream. The adopted flow rate is <br />presented in Table 2. <br /> <br />7 <br />
The URL can be used to link to this page
Your browser does not support the video tag.