My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
BOARD01010
CWCB
>
Board Meetings
>
Backfile
>
1001-2000
>
BOARD01010
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/16/2009 2:57:00 PM
Creation date
10/4/2006 6:48:33 AM
Metadata
Fields
Template:
Board Meetings
Board Meeting Date
11/19/2003
Description
CF Section - Changes to Existing Non-Reimbursable Investments - Fountain Creek Transit Loss Study
Board Meetings - Doc Type
Memo
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 />U.S. GEOLOGICAL SURVEY <br />CENTRAL REGION <br />COLORADO DISTRICT <br /> <br />Preliminary Proposal August 2003 <br /> <br />TITLE: <br /> <br />Development of methods to determine transit losses for return flows of imported water in Monument Creek <br />between Monument and the confluence with Fountain Creek in Colorado Springs and in Fountain Creek <br />between Woodland Park and Nevada Street in Colorado Springs, EI Paso and Teller Counties, Colorado. <br /> <br />BACKGROUND AND PROBLEM: <br /> <br />In 1988, the U.S. Geological Survey (USGS) completed a study, in cooperation with the City of Colorado <br />Springs (CCS), to develop a method to estimate transit losses along Fountain Creek for return flows of <br />transmountain water discharged into Fountain Creek at the CCS wastewater treatment facility (WWTF) <br />downstream to the confluence with the Arkansas River at Pueblo (Kuhn, 1988). The beginning point for the <br />transit-loss study was at USGS streamflow-gaging station 07105500 Fountain Creek at Colorado Springs, <br />which is located at Nevada Street; the station is about 2 miles downstream from the confluence of <br />Monument Creek with Fountain Creek and about 0.6 miles upstream from the WWTF. The study (Kuhn, <br />1988) resulted in development of an accounting program to compute transit losses on a daily basis for the <br />transmountain return flows; the accounting program, which has been revised several times, is described in <br />Kuhn and others (1998). <br /> <br />Currently (2003), the CCS is in the process of developing a new comprehensive water reclamation facility <br />adjacent to Monument Creek in the northern part of Colorado Springs that will receive some of the <br />wastewater currently discharged at the downstream WWTF. It is likely that some of the wastewater <br />discharged into Monument Creek at the new northern reclamation facility will consist of transmountain return <br />flows, as well as return flows from other imported water sources. Under Colorado water law, imported water, <br />including transmountain water, can be used and reused to the point of extinction. Re-use of any imported <br />water discharged into Monument Creek at the new reclamation facility may involve transportation of the <br />imported return flows in Monument Creek downstream to some undetermined location; this transportation <br />will require estimation of transit losses. <br /> <br />In addition, a number of other municipal entities along Monument Creek, such as Palmer Lake, Monument, <br />Wood moor, Tri-Lakes, and the U.S Air Force Academy, either currently (2003) derive a portion of their water <br />from imported sources or in the future plan to derive a portion of their water from imported sources. <br />Wastewater return flows from these municipal entities usually are discharged into Monument Creek or a <br />tributary of Monument Creek. Implementation of any imported water reuse programs by these municipal <br />entities also may require transportation of the imported return flows in Monument Creek downstream to <br />some undetermined location; this transportation also will require estimation of transit losses. <br /> <br />Lastly, municipal entities along Fountain Creek upstream from station 07105500, such as Woodland Park, <br />Cascade, and Manitou Springs, also either currently (2003) derive a portion of their water from imported <br />sources or in the future plan to derive a portion of their water from imported sources. Imported wastewater <br />return flows from these municipal entities, which are discharged into Fountain Creek, also may be part of <br />reuse programs implemented by these municipal entities. These reuse programs may require transportation <br />of the return flows in Fountain Creek downstream to some undetermined location; this transportation also <br />will require estimation of transit losses. <br /> <br />Currently (2003) no method exists to enable estimation of transit losses along Monument Creek upstream <br />from Fountain Creek and along Fountain Creeks upstream from station 07105500. A detailed study, similar <br />to the study completed for Fountain Creek downstream from station 07105500 (Kuhn, 1988), is needed to <br />develop a trainsit-Ioss accounting program for Monument and Fountain Creeks upstream from station <br />07105500. The resulting transit-loss accounting program would enable the CCS and the numerous other <br />municipal entities to account for return flows of imported water transported down the two creeks and help to <br />enable implementation of any imported water reuse programs. <br />
The URL can be used to link to this page
Your browser does not support the video tag.