My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
PUB00053
CWCB
>
Publications
>
Backfile
>
PUB00053
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/14/2011 11:12:09 AM
Creation date
9/30/2006 10:10:20 PM
Metadata
Fields
Template:
Publications
Year
1999
Title
Metropolitian Water Supply Investigation Final Report
Author
Hydrosphere Resource Consultants
Description
Metropolitian Water Supply Investigation Final Report
Publications - Doc Type
Water Resource Studies
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
206
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 />Metropolitan Water Supply Investigation <br /> <br />MWSI Results <br /> <br />I <br /> <br />Prepared for the Colorado Water Conservation Board, Colorado Department of Natural Resources by <br />Hydrosphere Resource Consultants, 1002 Walnut Street, Suite 200. Boulder, CO 80302 <br /> <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 />period", Borrowing would be subject to a limit based upon the systems' ability to repay <br />Denver within the specified payback period, <br /> <br />A simple model of these types of conjunctive use arrangements was developed during <br />Phase II of the MWSI. This model used estimates of Denver's unused divertible supplies <br />obtained from Denver's earlier modeling studies done as a part ofthe Two Forks EIS, as <br />discussed previously, The model was used to initially explore the operational dynamics <br />of a large-scale conjunctive use plan and to generally determine whether a conjunctive <br />use approach could be effectively used to develop new water supplies and extend Denver <br />Basin aquifer life. Potential yield, net effects on aquifer storage levels, and relationships <br />between critical operational and facilities variables were explored, Based on the model <br />results, conceptual costs for an example large-scale conjunctive use project combined <br />with a regional treated water delivery system were developed to determine whether such a <br />concept was within the realm of basic feasibility. The MWSI's Phase II analyses of <br />conjunctive use are discussed in detail in the MWSI Phase II (;onjunctive Use Summary <br />Report <br /> <br />A more detailed investigation of the operational and yield aspects of conjunctive use is <br />being conducted in the Southern Regional Cooperative Action Study (SRCAS). This <br />study is using more recent estimates of Denver' s unused divertible supplies and is <br />simulating the potential operations of Denver's reservoirs in a more detailed marmer, <br />While this study has explored the operational possibilities of conjunctive use in more <br />detail, several dimensions of feasibility, including water rights, environmental impacts, <br />institutional arrangements and costs remain to be examined. <br /> <br />More refined analysis will be required to meaningfully determine the feasibility, yield <br />potential and operating rules of any specific conjunctive use plan. Significant technical, <br />legal, institutional and environmental issues remain to be addressed, The reader is <br />referred to Section 3,2,1.7, Issues and Concerns for a discussion of these issues. <br /> <br />3.2.1.6. Results of Conjunctive Use Investigations <br /> <br />CAVEAT: It should be noted that the study results presented and discussed below are <br />preliminary and conceptual in nature. <br /> <br />MWSI Phase /I Analvsis <br /> <br />The MWSI's Phase II analysis focused on conjunctive use options ''with borrowing," and <br />explored the sensitivity of yield results to varying rates of aquifer recharge capability, and <br />surface water borrowing limits, Alternate sets of runs were made to maximize surface <br />water capture assuming either: 1) no net depletion of the groundwater aquifers; or 2) a <br />300-year aquifer life (i,e. an average armual net depletion of one-three hundredth (l/300th) <br />of the groundwater available beneath the service areas of participating groundwater <br />providers, <br /> <br />54 <br />
The URL can be used to link to this page
Your browser does not support the video tag.