My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FLOOD10327
CWCB
>
Floodplain Documents
>
Backfile
>
10001-11000
>
FLOOD10327
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/23/2009 12:50:35 PM
Creation date
4/10/2007 11:56:27 AM
Metadata
Fields
Template:
Floodplain Documents
County
Eagle
Community
Eagle
Stream Name
Eagle River
Title
Eagle River Watershed Plan
Date
1/1/1996
Prepared For
Eagle Community and Eagle County
Prepared By
National Park Service
Floodplain - Doc Type
Flood Mitigation/Flood Warning/Watershed Restoration
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
92
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 />the point of diversion. This basically reduces <br />the intensity of spring melt flows and does <br />not affect in-basin uses. It should be noted <br />that high spring flows are important for <br />"flushing" sediment out of the river in order <br />to maintain optimal aquatic habitat (Calow, <br />1992). However it has not yet been deter- <br />mined how much of a "flushing" effect is <br />needed to maintain optimal habitat for <br />aquatic life in the Eagle River. <br /> <br />In-Basin (local) Use <br />In-basin water use consists of all water uses <br />that take water from the watershed for use <br />within the watershed. In-basin water users in <br />Eagle County divert water from the Eagle and <br />it's tributaries but unlike trans-basin users, <br />they typically return a significant portion of <br />the water diverted back to the Eagle River <br />watershed. Therefore, it is critical to look at <br />where, when, and how much water is divert- <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 />Figure 1. Conceptual Diagram of Eagle River Stream Flow <br /> <br />Average <br />Year <br /> <br /> <br />_ Natural (Undepleted) <br />Stream Flow <br /> <br />Dry <br />Year <br /> <br />1 1 Natural (Undepleted) <br /> Stream Flow_ <br />~ ~ <br />0 <br />Ii: Ii: <br />~ ~ <br />.. <br />In _ Existing In <br />... ... <br />0 Stream Flow 0 <br />i i <br />0 0 <br />~ ~ <br /> <br />In-Basin <br />Depletion <br /> <br /> <br /> <br />_ Instream Flow <br />_ _ .- Deficit <br /> <br />o Ian. Feb. Mar. Apr. May IlDle July Aug. Sept. Oct. Nov. Dec. <br /> <br />...,... <br />.". <br />20 IIIMI <br /> <br /> <br />Existing _ <br />Stream Flow <br /> <br />Minimum <br /> <br />Instream Flow/ <br /> <br />----...... l <br />Instream Flow ~ "- <br />"'" - Deficit ~. <br /> <br />o Ian. Feb. Mar. Apr. May IlDle luly Aug. 5epL <br /> <br /> <br /> <br />...... <br /> <br />oct. Noy. Dec. <br /> <br />Source: Eagle River Assembly Phase I Report, 1994 <br />
The URL can be used to link to this page
Your browser does not support the video tag.