My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WSP02824
CWCB
>
Water Supply Protection
>
Backfile
>
2001-3000
>
WSP02824
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/26/2010 12:47:05 PM
Creation date
10/11/2006 11:22:44 PM
Metadata
Fields
Template:
Water Supply Protection
File Number
8141.700
Description
Fryingpan-Arkansas Project - Annual Operating Plans and Reports
State
CO
Basin
Arkansas
Water Division
5
Date
11/1/1982
Author
US DoI BoR
Title
Annual Operating Plan Fryingpan-Arkansas Project Colorado 1982 - 1983
Water Supply Pro - Doc Type
Annual Report
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
67
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 />~ ..") ..-, <br />1<t')":: <br /> <br />. <br /> <br />The following are the minimum bypass requirements used during the 1982 <br />operation: <br /> <br />Diversion Point <br /> <br />Minimum Bypass <br />Requirement <br /> <br />(ft3 Is) <br />12 <br />6 <br />3 <br />o <br />o <br />3 <br />1 <br />1 <br />o <br />2 <br />12 <br />5 <br />4 <br />2 <br />1 <br />o <br /> <br />Fryingpan River <br />South Fork <br />Chapnan Gulch <br />sawyer lake Creek <br />Lily Pad Creek <br />Ivanhoe Creek <br />Middle Cunningham Creek <br />North amningham Creek <br />South CUnningham Creek <br />~nnon Creek <br />Hunter Creek <br />Midway Creek <br />No Name Creek <br />carter Creek <br />North Fbrk Creek <br />Granite Creek <br /> <br />. <br /> <br />In addition to the minimum bypass requirements at each diversion draining <br />into the Fryirlgp'ln River, a minimum flow requirement IIU.lst be met at the <br />river gaging station, "Fryingpan River at Thanasville". This minimum 3 <br />requirement ~or nonna1 diversion season is as follows: April - 100 ft Is, <br />May - 150 ft Is, June - 200 ft3/s, July - 100 ft3/s, and August- <br />75 ft3/s, or the natural flow, whichever is less. During water year <br />1982, the flow was less than the set rates on two occasions. When this <br />situation oc=s the diversions into the Fryingpan-Arkansas Project <br />system are decreased or in some cases shut down with only the Hunter <br />Creek system, which drains into the lbaring Fork River, allowed to <br />continue diverting water to Boustead Tunnel. <br /> <br />Exhibit 2 shows the flows at the Thornasville river gaging station and <br />the minimum flow requirements. <br /> <br />Project Diversions <br /> <br />The water year 1982 outlook used a project diversion of 67,900 acre- <br />feet, the historical average, for the rrost probable runoff condition. <br />The February 1, March 1, April 1 and May 1 forecasts, based on Soil <br />Conservation Service STl!:M course data, projected diversions of 121,200 <br />acre-feet, 82,700 acre-feet, 85,700 acre-feet, and 85,600 acre-feet, <br />respectively. The actual diversion was 75,210 acre-feet, as measured <br />at the outlet portal of3Charles H. Boustead Tunnel. The Il'aXimum mean <br />daily :import was 909 ft Is on June 29, 1982, with a maximum instantan- <br />eous peak of 960 ft Is on <J\IDe 28. A senior call was not made on the <br />Colorado River, therefore, no releases from Ruedi Reservoir were neces- <br />sary to replace project diversions. The yearly totals and the accumulated <br /> <br />. <br /> <br />5 <br />
The URL can be used to link to this page
Your browser does not support the video tag.