My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WSPC03188
CWCB
>
Water Supply Protection
>
Backfile
>
15000-15999
>
WSPC03188
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/26/2010 11:34:12 AM
Creation date
10/9/2006 3:47:13 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
7630.625
Description
Wild and Scenic - Wild and Scenic Rivers Act
State
CO
Basin
Statewide
Date
8/31/1983
Author
CWCB
Title
Wild and Scenic River Studies - Colorado Rivers - 8-31-83 through 9-25-85 With Issues Page - Fact Sheet - Addendum to Final EIS
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.
/
53
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 />002030 <br /> <br />Tudor/State Alternative 8 <br /> <br />Preliminary Alternative 8 would have only one major feature, a 196,000 <br />acre-foot capacity Elkhorn Reservoir (See Map 3). This reservoir would <br />store flows from the South Fork and upper mainstem for eventual release to <br />the River to serve conservation uses in the lower basin. A 14.0-megawatt <br />Elkhorn Dam Power Plant would generate power using these flows. These <br />flows would occur mainly during the irrigation season and would produce <br />some intermittent dependable capacity. An average of 47,300,000 kilowatt- <br />hours of energy would be produced annually be this alternative. Elkhorn <br />Reservoir would supply 64,800 acre-feet of water per year for municipal and <br />industrial uses and 216,700 acre-feet of water per year for agricultural <br />uses. It would produce a yield of 14,400 acre-feet of water per year of <br />new water. <br /> <br />It should be noted that there are only two competitive "sets" of alterna- <br />tive projects. The first set would be Grey Mountain Reservoir standing <br />alone (Alternative I), with a possible major peaking power addition con- <br />sisting of Idylwilde Reservoir plus major power works, which produces Alter- <br />native 2; and the second set being Elkhorn standing alone (Alternative 8), <br />with a major peaking power addition consisting of New Seaman Reservoir plus <br />major power works, which produces Alternative 7. The two major sets are <br />mutually exclusive, as the selection of one set forecloses on the develop- <br />ment of the other. Within each set, however, the conservation reservoir <br />cmlld be developed independently with or without the peaking power elements. <br /> <br />Thus, it is probably most meaningful to compare the single reservoir alter- <br />natives, Alternative 1, with Grey Mountain Reservoir" versus Alternative 8, <br />with Elkhorn Reservoir, separately and then the peaking power increments <br />consisting of Idylwilde plus associated features (Alternative 2 minus Alter- <br />native 1) and New Seaman plus associated features (Alternative 7 minus <br />Alternative 8). Because of the high heads and flows available, run-of-the- <br />river power is a logical increment for all alternative projects. Thus, it <br />would be most enlightening to view the single-reservoir alternative projects <br />as multipurpose conservation storage structures encompassing run-of-the-river <br />hydropower. It is not appropriate to attempt to compare Idylwilde and New <br />Seaman separately, as they were not formulated to stand alone. <br /> <br />Summary Evaluation <br /> <br />From an engineering standpoint, no apparent reasons are found to preclude <br />construction of any of the four altetnatives studied. No serious geologic <br />problems were found. <br /> <br />.",,further optimization of facil ities' designs would be necessary, according <br />to the report, to develop more refined cost estimates and better project <br />output data. <br /> <br />4 <br />
The URL can be used to link to this page
Your browser does not support the video tag.