My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WSP07869
CWCB
>
Water Supply Protection
>
Backfile
>
7001-8000
>
WSP07869
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/26/2010 2:29:16 PM
Creation date
10/12/2006 2:38:53 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8441.600
Description
Colorado Big Thompson Project - Studies
Basin
South Platte
Water Division
1
Date
12/19/1984
Title
DRAFT - Green Mountain Reservoir Water Marketing Hydrology Study
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.
/
42
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 /> <br />, ' <br /> <br />. <br />Denver, Colorado for the Colorado River Water Conservation <br /> <br /> District. <br />0 <br /><:1 30A 70A Return Flow from Snowmak ing - SUllInit County Above Dillon. <br />N <br />~... Estimated flows Di llon from <br />N return above Reservoir <br />N <br /> snowmak i ng by Sunmit County users. Data was developed <br /> by Bishop, Brogden, & Rumph, Inc. of Denver, Colorado for <br /> <br />the Colorado River Water Conservation District. <br /> <br />31 <br /> <br />31 <br /> <br />Dillon Reservoir Depleted Inflow. <br /> <br />Simulated depleted <br /> <br />. <br /> <br />inflow to Dillon Reservoir was estimated as the historic <br />undepleted reservoir inflow, minus historic upstream deple- <br />tions by the City of Colorado Springs under their 1929 and <br />1948 rights, minus estimated upstream depletions by Sunmit <br />County users, and plus estimated upstream return flows from <br />snowmaking by Sunmit County users (Line 31 = Line 26 - Line <br />27 - Line 28 + Line 28A - Line 29 + Line 30). <br /> <br />32 <br /> <br />32 <br /> <br />Theoretical Denver Depletion Assuming Dillon and Roberts <br /> <br />Tunnel Can Handle All Dillon Inflow. <br /> <br />Assuming neither the <br /> <br />diversion capacity of Roberts Tunnel, the storage capacity <br />of Dillon Reservoir, the East Slope water use demand, or <br />required East Slope' storage capacity, limit Denver's West <br />Slope depletions, the simulated depletion by the City of <br />Denver at Dillon Reservoir is estimated as the simulated <br />depleted reservoir inflow minus the simulated total reser- <br />
The URL can be used to link to this page
Your browser does not support the video tag.