My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
C150042 Report
CWCB
>
Loan Projects
>
DayForward
>
1001-2000
>
C150042 Report
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/21/2014 3:58:35 PM
Creation date
2/21/2014 3:56:27 PM
Metadata
Fields
Template:
Loan Projects
Contract/PO #
C150042
Contractor Name
Rio Grande Restoration Project Enterprise
Contract Type
Grant
Loan Projects - Doc Type
Report
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
120
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
1 <br />' <br />II <br />� <br />LJ <br />' <br />, <br />1 <br />3.1.3. Recharge Site Northwest of Monte Vista National Wildlife Refuge <br />On the Monte Vista National Wildlife Refuge, water levels of six existing wells were measured. <br />As previously described, two of the wells appear to tap the unconfined aquifer while the <br />remaining wells tap the confined aquifer. <br />For each of the wells, ground water level hydrographs have been prepared with time periods <br />when Monte Vista Canal water was available for recharge superimposed to allow the reader to <br />observe ground water reaction to recharge. These hydrographs are included as Figures 3-9, 3-10, <br />3-11, 3-12, 3-13 and 3-14. <br />3.2 CHANGES IN GROUND WATER LEVEL DUE TO RECHARGE <br />' 3.2.1 General <br />' <br />' <br />LJ <br />' <br />' <br />' <br />, <br />IJ <br />' <br />At the recharge sites northeast of Del Norte and at the Brownell site the monitoring well <br />measurements clearly indicate that ground water levels rise within a few days after the <br />introduction of surface water into the site. At both sites the neazby canal laterals leak into the <br />ground water system, complicating the exact quantification of the effect of the recharge pit(s) on <br />the ground water system. <br />Using the approach documented in the development of the CSU Well&Pit computer program <br />described below, the quantity of ground water recharge is a function of site conditions, area of pit <br />or ditch bottom inundated by water and length of time of inundation. Included on the well <br />hydrographs in Section 3.1.1 and 3.1.2 the time of inundation of the pit(s) and nearby ditches are <br />shown so visual correlation between changes in ground water levels and available recharge water <br />can be made. <br />In both cases, an increase in ground water levels in monitoring wells following diversion of <br />water into nearby recharge pit(s) is obvious. However, the rate of recharge during the period <br />3-11 <br />' <br />
The URL can be used to link to this page
Your browser does not support the video tag.