My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WSP09218
CWCB
>
Water Supply Protection
>
Backfile
>
9001-10000
>
WSP09218
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/26/2010 2:52:02 PM
Creation date
10/12/2006 3:31:46 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8200.765
Description
Little Snake River General
State
CO
Basin
Yampa/White
Water Division
6
Date
7/31/1990
Author
Western Water Consul
Title
Final Report on Little Snake River Depletions by Pot Hook - Three Forks - and Powder Wash Rights
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.
/
152
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 />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />OQG~-74' <br /> <br />For evaluation purposes, hydrographs of the average monthly flows for three "dry" years, <br /> <br />three "average" years and three "wet" years and for the minimum year and maximum year <br /> <br />are also shown in Appendix O. Comparisons for Scenario 1, lA and 18 are shown on <br /> <br />Figures 0-1 through 0-15. <br /> <br />4.2 SCENARIO NO.2 IMPACfS <br /> <br /> <br />Scenario No. 2 was the same as Scenario No. 1 with the addition of the <br /> <br /> <br />consolidated Three Forks Reservoir Project to the system. AIl reservoirs were modeled <br /> <br /> <br />assuming one-fill operations. The main modeling assumptions used for the Three Forks <br /> <br />Project are discussed in Section 3.2.3 of this report. <br /> <br />Anticipated industrial demands on Three Forks Reservoir storage water is unknown <br /> <br />at this time. To quantify realistic demands the reservoir could meet every month of the <br /> <br /> <br />study period, WWC performed a firm yield study with WIRSOS. A previous study by <br /> <br /> <br />WWC (SWEC, November 1984) indicated a firm yield of about 90,000 acre-feet per year <br /> <br /> <br />or a constant demand of 123 c.f.s. Therefore, the initial run of Scenario No.2 used the <br /> <br /> <br />constant industrial demand of l23 c.f.s. upon the reservoir. Modeling results showed that <br /> <br />this industrial demand was not met approximately 13 percent of the time. The reservoir <br /> <br />was in dead storage during these times and storage water was not available for industrial <br /> <br />diversion. Therefore, additional runs were performed with lower demands until the <br /> <br />reservoir could satisfy these demands about every month. The last WIRSOS run made <br /> <br />utilized an industrial storage demand of 80 c.f.s. This demand was met more than 99 <br /> <br />39 <br />
The URL can be used to link to this page
Your browser does not support the video tag.