My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
7877
CWCB
>
UCREFRP
>
Public
>
7877
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/14/2009 5:02:31 PM
Creation date
5/22/2009 5:27:02 PM
Metadata
Fields
Template:
UCREFRP
UCREFRP Catalog Number
7877
Author
Anderson, R. M.
Title
An Evaluation of Fish Community Structure and Habitat Potential for Colorado Squawfish and Razorback Sucker in the Unoccupied Reach (Palisade to Rifle) of the Colorado River, 1993-1995.
USFW Year
1997.
USFW - Doc Type
FA Proj. SE-3,
Copyright Material
NO
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
82
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 />STUDY AREA <br /> <br />The study area is located between Rifle (RK 386; RM 240) and Palisade (RK 299; RM 186) <br />Colorado (Figure 1). The elevation of the river at Rifle is 1615 meters and is 1433 meters at Palisade <br />(5300 and 4870 ft, respectively). There are two diversion structures at the lower end of this river <br />reach that are barriers to upstream fish movements. The most upstream barrier is the Government <br />Highline Dam or Grand Valley project, located at RK 312 (RM 193.7). This dam was constructed <br />in 1917 and is about 5.2 m high. The downstream dam is the Price-Stub Dam located at RK 303 <br />(RM 188.3). This dam is no longer used to divert flow, but it remains a problem for fish passage. <br /> <br />Three river gages are located within or close to the study area. The most upstream gage is <br />below the town of Glenwood Springs 1.0 kilometer downstream of the Roaring Fork River. The <br />Debeque gage is located 6 kilometers upstream of the town of De be que at RK 342 (RM 212.7). The <br />Cameo gage is located at RK 321 (RM 199.6),9 kilometers upstream from the Highline diversion <br />dam. The natural flow of the river in this reach is affected by transmountain diversions, storage <br />reservoirs, power development and diversions for inigation. All three gauging stations generally read <br />within 15% of each other (Table 1) based on USGS gage information (Ugland 1993). Unless <br />othelWise stated, the Cameo gage is used for presentation of flow information representing the reach. <br /> <br />Plateau Creek is the only major tributary entering the river between Glenwood and Cameo <br />and its confluence is 0.6 kilometers below the Highline dam at RK 311.4. The median flow (50% <br />exceedence flow) for Plateau Creek is 93 cfs (USGS 1995). Water is diverted at the Bluestone ditch <br />located at RK 346 (RM 214.8). <br /> <br />Table 1. Period of record and flow parameters for Glenwood, Debeque and Cameo gages on the <br />Colorado River. <br /> <br /> Glenwood Debeque Cameo <br />Period of Record 1967-1993 1967-1993 1934-1993 <br />Annual Runoff (Ac-Ft) 2478000 2722000 2804000 <br />Mean Annual (cfs) 3420 3757 3870 <br />10% Exceeds (cfs) 8030 8970 9680 <br />50% Exceeds (cfs) 2080 2120 2100 <br />90% Exceeds (cfs) 1320 1430 1350 <br /> <br />2 <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />
The URL can be used to link to this page
Your browser does not support the video tag.