My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
7884
CWCB
>
UCREFRP
>
Public
>
7884
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/14/2009 5:02:31 PM
Creation date
6/1/2009 12:46:17 PM
Metadata
Fields
Template:
UCREFRP
UCREFRP Catalog Number
7884
Author
Hydrosphere Resource Consultants.
Title
Reconnaissance Evaluation of Yampa River Diversion Structures.
USFW Year
1995.
USFW - Doc Type
Boulder, CO.
Copyright Material
NO
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
175
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 /> Evaluation of Diversion Structures <br /> <br /> The structures that are the most permanent have the least effect on the local aquatic habitat <br /> and aquatic biota. The structures that are rebuilt annually have the most effect on the local <br /> aquatic habitat conditions. The amount of disturbance relative to the entire river is relatively <br /> small. The annual disturbance at each structure typically appears to be less than one or two <br /> channel widths in length. The structures near river islands have the highest amount of <br /> disturbance. This was due to the blocking of both channels around the island to control the river <br /> flow. Examples of this situation include the Marshall-Roberts, Williams, Walker and Cary <br /> diversion structures. The disturbance is seasonal and does not appear to cause significant long <br /> term effects except at very localized areas immediately adjacent to the structures. <br /> The most biologically significant structures with regard to Colorado squawfrsh migration <br /> during low flow are the Maybell Canal and Patrick Sweeney/K. Diamond diversion structures. <br />' Both of these structures are well inside designated critical habitat and known Colorado squawfrsh <br /> populations migrate past these structures annually, if flow conditions allow. Both of these <br /> structures are the most permanent in the river since they are constructed from large rock. The <br /> temporary structures constructed from river cobble and gravels have less lasting effects on the <br /> Colorado squawfrsh and other resident fish species. <br /> <br /> PROBLEMATIC DIVERSION STRUCTURES <br /> The evaluation of diversion structures is summarized in Table 3-1. Each structure <br /> considered in the evaluation is listed in this table, along with the level of analysis to which it <br /> was subjected and an assessment of the degree to which the structure poses a problem from a <br /> fish passage and habitat disturbance perspective. Notes are provided for a few structures. <br /> The following section attempts to distill the overall evaluation process down into a set of <br />' recommendations regarding problematic structures. These recommendations are based <br /> primarily on the field studies, but also consider other secondary information made available in <br /> the course of the evaluation. While the recommendations identify specific structures as being <br />' problematical, it is not known precisely how Colorado squawfrsh behave at these structures (even <br /> the detailed studies of the City of Craig's structure relied on surrogate fish species), at other <br /> structures not examined in detail, and at natural obstructions such as the cataracts of Cross <br />' Mountain Canyon. <br /> Structures Within Designated Critical Habitat <br /> Pump Diversions Between Juniper and Cross Mountain Canyons <br />' While these diversion structures were only viewed from the air, many of them displayed <br /> a common characteristic--namely, an extensive shallow braided channel downstream of the <br /> structure caused by instream construction activities at the structure itself. In many cases these <br /> alluvial berms extend only part way into the river, but in some cases they extend most of the <br /> way across the river. This feature, in conjunction with the poor approach channel <br /> characteristics, probably make some of these pump diversions difficult for fish to navigate <br />' during low flow conditions. Accordingly, we believe they merit further, more detailed <br /> evaluation. <br /> <br /> 3-7
The URL can be used to link to this page
Your browser does not support the video tag.