My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WSP03001
CWCB
>
Water Supply Protection
>
Backfile
>
3001-4000
>
WSP03001
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/26/2010 12:48:07 PM
Creation date
10/11/2006 11:29:20 PM
Metadata
Fields
Template:
Water Supply Protection
File Number
8449.850
Description
Metro Water Supply Investigation - MWSI
State
CO
Basin
South Platte
Date
8/1/1995
Author
Hydrosphere, HRS
Title
Phase II Conjunctive Use Summary Report - Draft
Water Supply Pro - Doc Type
Publication
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
88
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 />MWSI Project <br />Phase II Conjunctive Use Summary Report - DRAFT <br /> <br />August 22, 1995 <br /> <br />Table 6: Recharge Rate vs. Surface Water Capture <br /> <br />NO NET AQUIFER DEPLETION <br />RECHARGE SURFACE WATER <br />RATE CAPTURE (Acre-Feet) <br />33% 41,000 <br />50% 51,500 <br />67% 58,100 <br />84% 60,000 <br /> <br />300 YEAR AQUIFER LIFE <br />RECHARGE SURFACE WATER <br />RATE CAPTURE (Acre-Feet) <br />33% 62,500 <br />50% 65,500 : <br />67% 67,400 <br />84% 69,000 <br /> <br />A graph of Table 6 is presented as Figure 7. This figure shows that a recharge rate <br />increasing from 33% to 67% for no aquifer depletion shows a substantial increase in surface <br />water capture. For a 300 year aquifer life, the same is true, but the gains are very limited, This <br />information indicates that recharge rates up to about 67 percent lead to considerable gains in <br />surface water capture. For purposes of this analysis, a recharge rate of 50 percent was selected <br />for further study as a conservative assumption, since the ability to recharge at higher rates is <br />largely untested. <br /> <br />Effect of Borrow Rate <br /> <br />The model was then run to evaluate the effect of the borrow rate upon surface water <br />capture. The model was run for borrow rates of 80,000, 100,000, 120,000, and 140,000 acre- <br />feet, and for conjunctive use demands ranging from 50,000 to 130,000 acre-feet. The results are <br />presented in Table 7. <br /> <br />55 <br />
The URL can be used to link to this page
Your browser does not support the video tag.