My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
PROJ00527
CWCB
>
Loan Projects
>
Backfile
>
1-1000
>
PROJ00527
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/19/2009 11:43:27 AM
Creation date
10/5/2006 11:59:31 PM
Metadata
Fields
Template:
Loan Projects
Contract/PO #
FS0024X
Contractor Name
Florida Water Conservancy District
Contract Type
Loan
Water District
0
County
La Plata
Loan Projects - Doc Type
Feasibility Study
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
322
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 />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 /> <br />The outlet gates are used primarily when releases are 50 cfs <br />or greater, to provide water for irrigation which occurs from late <br />April until mid-October. During the winter months water is <br />released to satisfy senior water rights and for fishery flows the <br />river below the dam. The primary senior water user below the dam <br />is the city of Durango which can divert up to 8.9 cfs; therefore, <br />the winter time water demand is about 9 cfs or less. <br /> <br />The winter releases are made through a small bypass pipe <br />which begins upstream of the main gates and exits 26 feet below <br />the gates. See Figure 6.1 for piping details. Depending upon the <br />reservoir water level, uncontrolled releases through the bypass <br />could be around 20 cfs, which is considerably greater than the <br />demand. Thus, smaller diameter orifices are bolted to the exit <br />end of the pipe to reduce the releases to about 9 cfs to 13 cfs. <br />Generally, two orifices are interchanged to attain the desired <br />release based upon the reservoir water elevation. <br /> <br />The gate chamber has a 23-foot horizontal diameter and is 16 <br />feet high at the crown. See Figure 6.1. Access to the gate <br />chamber is through a 7. 5-foot diameter vertical access shaft 80 <br />feet to the right of the gate chamber. The shaft is about 200 <br />feet high with a gate house at the top and a chamber similar in <br />size to the gate chamber at the bottom. The bottom of the shaft <br />and the gate chamber are connected by a 50-foot long, 7-foot high <br />tunnel. A ventilation system brings air from the gate house, down <br />the shaft, to the gate chamber. <br /> <br />An elevator and staircase are installed in the shaft for <br />access. The horizontal dimensions of the inside of the elevator <br />are 1. 9 ft by 3 ft. The elevator has a travel distance of 210 <br />ft and a live load capacity of 1000 Ibs. <br /> <br />The gate chamber can also be <br />diameter manhole between the chamber <br /> <br />accessed through <br />and the horseshoe <br /> <br />a two-foot <br />tunnel, <br /> <br />7.0-2 <br />
The URL can be used to link to this page
Your browser does not support the video tag.