My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WSP11142
CWCB
>
Water Supply Protection
>
Backfile
>
11000-11999
>
WSP11142
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/26/2010 3:16:19 PM
Creation date
10/12/2006 4:45:50 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8220.112.J
Description
Dallas Creek Participating Project
State
CO
Basin
Gunnison
Water Division
4
Date
10/1/1963
Author
US DHE&W
Title
Water Resources Study and Public health Aspects of the Dallas Creek Project - 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.
/
71
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 />Based upon limited available data, the weighted annual average <br />concentration of total dissolved solids at Colona has been about <br />370 mg/l. Under project operation it is anticipated that the con- <br />centration will be reduced about 5%. At Delta, total dissolved <br />solids have averaged about l,600 mg/l and are expected to increase <br />to about 2,050 mg/l with the project. On a monthly basis, concen- <br />tration of total dissolved solids at Colona will be reduced during <br />the period October through April; increased during the months of <br />May, June, and July; relatively unchanged during August and September <br />with the project. At Delta, concentrations of total dissolved solids <br />will be increased all months with the exception of August, September, <br />and October, which will be reduced slightly under project operation. <br /> <br />With Ridgway Reservoir in operation, it is possible that the <br />water in the bottom part.of the reservoir may be anaerobic. If so, <br />metals such as iron and manganese which had previously precipitated <br />would tend to go back into solution since the reduced state of metal <br />would be more soluble. To minimize the possibility of excessive <br />concentrations of metals getting through the proposed municipal <br />water intake, and to provide a gr~er flexibility of operation, a <br />two-level water intake is recommended. <br /> <br />An analysis of water quality data indicates that the water <br />stored in project reservoirs would be suitable for irrigation pur- <br />poses. However, the storage would have the effect of providing <br />poorer water quality than at present during the high run-off periods <br />of May and June and improving downstream water quality during the <br />other months because of the mixing of better quality water of May <br />and June with that of the remainder of the year. The U. S. Depart- <br />ment of Agriculture (15) indicates that improved water quality will <br />decrease the volume of irrigation water necessary to maintain a <br />favorable salt balance in the soil. An improvement in water quality <br />could result in.a large savings in water and substantial benefits to <br />a project. Calculations show that the quality of water available for <br />irrigation during late summer and early fall will be improved under <br />project operation. However, during the early part of the irrigation <br />season, the reverse is true and thus will necessitate using more <br />water to maintain a favorable salt balance in the soil. In this <br />instance the benefits which could be applicable to improvement in <br />water quality are offset by the greater quantity of poorer water <br />required. <br /> <br />25 <br />
The URL can be used to link to this page
Your browser does not support the video tag.