My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
9593
CWCB
>
UCREFRP
>
Public
>
9593
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/14/2009 5:02:36 PM
Creation date
5/22/2009 12:56:40 PM
Metadata
Fields
Template:
UCREFRP
UCREFRP Catalog Number
9593
Author
Tetra Tech Inc.
Title
Concept Development Report Hartland Diversion Dam Fish Passage Structure Delta, Colorado.
USFW Year
2000.
USFW - Doc Type
Grand Junction, 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.
/
93
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 ladder alignment is also shown 20 feet east of the existing dam with the intent of <br />providing sufficient clearance between the fish ladder and the existing dam to avoid <br />disturbance to the existing dam structure and foundation during construction of the fish ladder. <br />6.1.3 Elevations <br />The upstream ladder invert elevations, set at 4950, take advantage of a low spot <br />located on the east (left) bank of the Gunnison River. This low spot is approximately 3 feet <br />lower than the top of the dam. Although the dam has been in place for over 100 years, it <br />appears that sediment accumulation is not occurring on the upstream side of the dam. This <br />may be due to the high permeability of the dam material (rock cribbing), which allows for the <br />passage of fine materials. This portion of the Gunnison River is also below several dams, <br />which may result in flows with little sediment. <br />The invert of the downstream ladder inlet (fish entrance) is set at elevation 4948 which, <br />based on the October 1999 survey data, appears to be the dominant channel elevation at the <br />toe of the dam. The entrance is located near a small, 2 feet deep scour hole. Because the <br />scour hole could create unusual localized flow patterns, this alternative includes filling the scour <br />with riprap to the elevation of the surrounding river bed. The placement of the riprap also <br />elevates the hole to match the elevation of the ladder entrance, which helps the target species <br />locate the fish ladder if the fish are swimming along the channel bottom. <br />The floor elevations of the ladder also maintain 2 feet minimum depth of water in the <br />fish ladder during the time period when it is anticipated that the passageway is in use, in <br />particular late April through August, which is represented by flows ranging from 3000 cfs to 350 <br />cfs, respectively. Based on the channel surveys in October of 1999 and the hydraulic <br />calculations performed for this analysis, the elevation difference between the channel bed <br />upstream of the dam, where the fish ladder inlet is proposed, and the calculated water surface <br />elevation for 350 cfs is approximately 3.4 feet, while downstream the water depth in the ladder <br /> <br />25 <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.