My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WSP04061
CWCB
>
Water Supply Protection
>
Backfile
>
4001-5000
>
WSP04061
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/26/2010 12:53:31 PM
Creation date
10/12/2006 12:06:33 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8141
Description
Fryingpan-Arkansas Project
State
CO
Basin
Arkansas
Date
1/1/1950
Author
US DoI BoR
Title
Initial Development GUNNISON-ARKANSAS PROJECT Roaring Fork Division Colorado
Water Supply Pro - Doc Type
Report/Study
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
190
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 />~G":~J <br /> <br />Report of the Regional Director <br /> <br />. <br /> <br />Engineers for conservation storage and flood control. It <br />also has an irrigation storage space of 420,000 acre-feet. <br />The three headwaters reservoirs have a capacity of 84,400 <br />acre-feet. The 11 off stream reservoirs have a present ca- <br />pacity of 300,000 acre-feet which represents about 7S per- <br />cent of the original capacity' as a consequence of sedimen- <br />tation. Eight privately-owned transmountain diversion sys- <br />tems import about 48,000 acre-feet annually. <br /> <br />20. More than 40 canals and ditches supply irrigation <br />water to lands in the valley between Canon City and the <br />Colorado-Kansas boundary. Sediment deposition in canals <br />and ditches has become a major irrigation problem in the <br />Pueblo-Las Animas reach. In SOIre instances long reservoir <br />feeder canals have lost SO percent of their capacity be- <br />cause of sedimentationo <br /> <br />. <br /> <br />21. The amount of irrigation water available for the <br />322,000 acres of irrigated land in the project area varies <br />considerably from year to year. Seldom is the supply ade- <br />quate for maximum crop production. Irri~ation water short- <br />ages as high as 78 percent of crop requirements have oc- <br />curred. The estimated average canal headgate cuversion re- <br />quirement is 3.19 acre-feet an acre. Allowing for toleratiLe <br />shortages, that headgate requirement can be reduced to 3.10 <br />acre-feet. The average amount of seasonal irrigation water <br />historically available between Pueblo and the Kansas State <br />line has ranged from 0.9 acre-feet an acre in 1934 to 2.7 <br />acre-feet in 1942. The base flow of every stream in the <br />valley is over-appropriated. Enhancement of the irrigation <br />water supply depends upon regulation of existing supplies <br />for more efficient use, additional storage capacity for the <br />conservation of excess flood flows, reservoir space for <br />holdover storage, and new water supplies for which the only <br />apparent source is transmountain diversion from the Colorado <br />River drainage. <br /> <br />~ <br /> <br />22. Power facilities of the Initial Development will <br />be designed for integration with the power facilities of <br />the Bureau I s Colorado-Big Thompson Project and with local <br />utili ties to serve a combined power market area. The <br /> <br />. <br /> <br />R <br /> <br />8 <br /> <br />1 <br /> <br />. <br />
The URL can be used to link to this page
Your browser does not support the video tag.