My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WSPC03939
CWCB
>
Water Supply Protection
>
Backfile
>
16000-16999
>
WSPC03939
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/26/2010 11:37:05 AM
Creation date
10/9/2006 4:17:16 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8460.500
Description
Platte River Basin - Endangered Species Issues - South Platte Recovery Program
State
CO
Basin
South Platte
Water Division
1
Date
12/5/1995
Author
Matthew J Cook
Title
South Platte Agreement - Groundwater Recharge as Augmentation for Restoring Wetlands Along the Central Platte River Nebraska - Final Report
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.
/
45
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 />,i~G;;7~ <br /> <br />As the degree of the vertical plane is reduced at a constant distance of 300 feet <br />from the center of the basin, the height of the resulting groundwater mound <br />increased. <br /> <br />After interpreting the previous graphs, the effective radius of influence for <br />the recharge basin was approximately 300 feet. The effective radius was <br />determined as that distance from the center of the basin where the groundwater <br />table showed an increase in 1 foot. <br />4,5.3 Longtenm Effects of Groundwater Recharge <br />The recharge operation was completed after 20 days at a constant <br />recharge rate. The recession of the groundwater mound was calculated for a 15 <br />day period following the completion of recharge. The recession in the <br />groundwater mound was again plotted for vertical planes of 0, 54, and 90. Each <br />groundwater mound was calculated for periods of 5, 10, and 15 days after <br />recharge was stopped and correspond to Figures 9a, b, and c, respectfully. <br /> <br />Recession of Groundwater Mound <br />VeftJeal Plane of 0 degrees <br /> <br />Recession of Groundwater Mound <br />Verncal Plane of 54 degrees <br /> <br />" <br />~ <br />~ 1.' <br />~ 1 <br />~ <br />. <br />50.5 <br />i; <br />, <br />. <br />!> <br />! <br /> <br /> <br />..,. ,'&,1' <br />JOG 12 15 &:vs <br />Distance From Center (1'1) <br /> <br />s <br />~ <br />f" <br />.! 1 <br />~ <br />. <br />gO.5 <br />a <br />, <br />. <br />. <br />:i <br /> <br /> <br />-600 T~'VS <br />300 12 '5~ysYS <br />Distance From Center (1'1) <br /> <br />Figure 9a:Mound Recession;O deg. Plane <br /> <br />Figure 9b:Mound Recession;54 deg. Plane <br /> <br />Rpc,",ssoon of Groundw~er Mound <br />....-_oI'lO~ <br /> <br />, <br />J ' ~ <br />:0. <br />I" <br />.. <br />'0> <br />! . <br />t <br /> <br /> <br />.- <br />~F~cer.e<(1l1 <br /> <br />- <br /> <br />Figure 9c: Mound recession; 90 degree Plane <br /> <br />21 <br />
The URL can be used to link to this page
Your browser does not support the video tag.