My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WSP05650
CWCB
>
Water Supply Protection
>
Backfile
>
5001-6000
>
WSP05650
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/26/2010 2:19:19 PM
Creation date
10/12/2006 1:10:29 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8200.766
Description
Gunnison River General Publications-Correspondence-Reports
State
CO
Basin
Gunnison
Water Division
4
Date
2/1/1988
Author
BOR
Title
Upper Gunnison-Uncompahgre Basin Model Inflow Development
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.
/
41
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 />(i{!~) <br /> <br />I~;'J.!~;) <br /> <br />. , . <br /> <br />1"~"",Q.~7 <br />~" : " " <br />....-' '-' '.r 'J--.. <br /> <br />Reservoir Effects: ' <br /> <br />In addition to irrigation depletions, another aspect to be <br />checked would be reservoir effects considered in deriving virgin <br />flow estimates for the base station (Gunnison River at Crystal Dam). <br />Bank storage effects are computed as a constant percentage <br />(10 percent) of Blue Mesa monthly change in storage. In high <br />storage and release months, this can result in a significant <br />adjustment. Actual bank storage and release patterns and quantities <br />may be different. <br />Reservoir evaporation is accounted for by using constant <br />monthly evaporation rates multiplied by reservoir area. No <br />consideration is made for fluctuation in monthly evaporation rates <br />on a year-to-year basis. <br /> <br />Miscellaneous: <br /> <br />In addition to the above considerations, several other <br />adjustments to the virgin flow estimates for the Gunnison River at <br />Crystal Dam virgin flow estimates, though minor, should be taken <br />into account. These include: <br />1. An approximate 8,000 acre-foot increase to 1955 <br />irrigation depletions (see Appendix B). <br />2. Consideration of Crystal Reservoir storage effects from <br />1977 through 1983. <br />3. Verification that Cimarron Canal diversions from the <br />Cimarron River have been considered. <br /> <br />Incorporating these changes would inv01ve a considerable amount of work. <br /> <br />The resulting degree of improvement in flow estimates is not presently known. <br /> <br />38 <br />
The URL can be used to link to this page
Your browser does not support the video tag.