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" Conjunctive Use Summary Report - DRAFT <br /> <br />August 22, 1995 <br /> <br />APPENDIX B: <br /> <br />CONJUNCTIVE USE MODEL <br /> <br />General Description <br /> <br />For illustrative and exploratory pwposes, a model of an example conjunctive use system <br />was prepared using the spreadsheet application Microsoft Excel 5,0, The model, as developed, is <br />described in schematic form in Figure 5 (Schematic of Model), which shows the components of <br />the modeled system and their interrelationships, Following through the schematic, surface water <br />supplies arc assumed deliverable at the Strontia Springs Reservoir. These raw water flows are <br />then deliverable to DW's Foothills Water Treatment Plant ("Foothills") and from there are <br />available to meet water system demands ofDW and its distributors, All water supplies at <br />Strontia Springs are also deliverable to a local peaking reservoir ("conjunctive use reservoir") <br />which is assumed to located in proximity to the area of conjunctive use qemands, From the <br />conjunctive use reservoir, supplies are deliverable to a local water treatment plant and are then <br />directly distributed to meet conjunctive use demands, <br /> <br />In the event that raw water supplies are not available from surface water sources, a <br />system of groundwater wells would be operated to deliver groundwater to the local treatment <br />plant or to the conjunctive use reservoir. In either case, these supplies would be treated at the <br />local plant and then would be delivered to meet conjunctive use demands or can be delivered <br />directly to payback for borrowing surface water supplies. <br /> <br />In addition, when unused supplies are available in the surface system, these supplies are <br />delivered to the conjunctive use reservoir, are then treated at the same local treatment plant, and <br />can be delivered to the same groundwater well field for recharge into the aquifer system, These <br />various interconnections are shown on Figure 5. <br /> <br />Description of Model Input <br />The input to the conjunctive use model includes the following: <br /> <br />. Monthly surface water supply volumes, <br />. Annual conjunctive use demand volume. <br />. Conjunctive use demand distribution by month, <br />Surface water payback time period, <br />. Maximum borrow volume from the surface water system. <br />Groundwater pumping rate. <br />. Annual groundwater recharge volume. <br />. Conjunctive use reservoir volume. <br /> <br />48 <br />
The URL can be used to link to this page
Your browser does not support the video tag.