My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WSP07246
CWCB
>
Water Supply Protection
>
Backfile
>
7001-8000
>
WSP07246
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/26/2010 2:26:27 PM
Creation date
10/12/2006 2:12:47 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8273.100
Description
Colorado River Basin Salinity Control - Federal Agency Reports - BOR
Basin
Colorado Mainstem
Water Division
5
Date
1/1/1978
Title
Reject Stream Replacement Study - Status Report Janaury 1978
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.
/
131
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 /> <br />/'() <br />w <br />CJ <br />....... <br /> <br />. <br /> <br />. <br /> <br />II. CANAL LINING <br /> <br />There is enough water currently lost through seepage <br /> <br />along a IS-mile reach of the All-American Canal that, if <br /> <br />salvaged by lining the reach, would provide more than <br /> <br />enough water to replace the reject stream. <br /> <br />Since <br /> <br />agricultural requirements in the Imperial Valley prevent <br />shutting down the canal to install a lining, and consid- <br />ering that lining an operational canal is as yet economi- <br />cally infeasible, an entirely new reach would have to be <br /> <br />constructed to replace the old unlined reach. This <br />alternative would have a total investment cost of <br /> <br />$35,720,000 and would provide 42,000 acre-feet of reject <br /> <br />stream replacement water at a cost of $47.50 per acre- <br /> <br />foot. Negotiations with the State of California and the <br /> <br />Imperial Irrigation District would be required. <br /> <br />Description <br /> <br />All canals normally lose small percentages of water through <br /> <br />evaporation and, most often in unlined canals, seepage; however, in <br /> <br />large canals even a small percentage loss can constitute a large <br /> <br />quantity of water on an annual basis. Three canals within the project <br /> <br />area (see Plate No. 1) have been identified as having large seepage <br /> <br />losses: the Coachella Canal, the Gila Gravity Main Canal, and the <br /> <br />All-American Canal. <br /> <br />It has already been established that a considerable amount of <br /> <br />water could be salvaged by lining the 86-mile unlined reach of the <br /> <br />7 <br />
The URL can be used to link to this page
Your browser does not support the video tag.