My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WSP03145
CWCB
>
Water Supply Protection
>
Backfile
>
3001-4000
>
WSP03145
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/26/2010 12:48:53 PM
Creation date
10/11/2006 11:35:08 PM
Metadata
Fields
Template:
Water Supply Protection
File Number
8271.300
Description
Colorado River Basin Salinity Control Program - General Information and Publications-Reports
Basin
Colorado Mainstem
Water Division
5
Date
1/1/3000
Title
Salinity Loading to the Colorado River
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.
/
6
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 />r, <br /> <br />** <br /> <br />L <br />I <br /> <br /> <br />..... <br />~ <br />...., <br />~ <br /> <br />SALINITY ~OADING TO THE COLORADO RIVER <br /> <br />Introduction <br /> <br />As part of the geothermal reservoir testing program performed <br />for the Reds1:one Corporation, an analytical model of the <br />reservoir was developed. Ac1:ual tes1: da1:a was used to calibrate <br />this model, which was used to predict drawdowns anywhere in the <br />reservoir a1: various discharge ra1:es and pumping times. Using <br />accep1:ed relationships between drawdown and discharge, changes <br />in discharge of various documented thermal springs were <br />calcula1:ed. These calculated changes compare favorably with <br />,observed reduc1:ions in spring flow during the reservoir test. <br /> <br />, <br /> <br />Using both observa1:ions and calcula1:ed effects to the existing <br />geothermal system, we conclude that there will be no net <br />salinity increase in the Colorado River due to discharge from <br />the Redstone geothermal well. The "no net salinity increase" <br />agrument is expanded and documented in this section. <br /> <br />Analytical Model <br /> <br />THEORY <br />The Theis well equation, one of the mos1: widely used equations <br />in hydrogeology, is 1:he basis for 1:he analy1:ical model used in <br />this s1:udy. The equation predicts drawdown from a discharging <br />well in an infinite, homogeneous, confined aquifer. By.using' <br />the theory of superposition, one can simulate variable discharge <br />wel.ls or springs, boundary conditions, and injection wells. The <br />theory of superposition says that the drawdown ata point in an <br />aquifer that is affected by several wells (or spings) is the sum <br />of the drawdowns for each of the wells at that point. By using <br />image well theory, various types oT hydrologic boundaries, <br />including discharge and recharge, can be simulated.. Most <br />hydrogeology texts discuss the use of these theories in <br />analytical analyses (Walton, 1970; Davis and DeWiest, 1969; <br />Free%e and Cherry, 1979). <br /> <br />A more detailed discussion of the model, its equa1:ions, and i1:s <br />opera1:ion is in Appendix A. <br /> <br />MODEL SET-UP AND CALIBRATION <br />All known discharging points, including springs, seeps, and <br />wells (Redstone), were represented by discharging wells with an <br />assigned discharge. The assigned locations and discharges Tor <br />these points were based on work by Barrett and Pearl (197B). <br />These values are listed in Table 1 and their locations shown on <br />Plate 1. In addition to the documented springs, two additional <br />springs were included with estimated discharge. The addition of <br />these springs is based on field observations. At several <br />10ca1:ions, one well was used 1:0 simula1:e 1:wo or more closely <br /> <br />1 <br /> <br /> <br />- <br />
The URL can be used to link to this page
Your browser does not support the video tag.