My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Stream: Middle Creek (Upper Segment) Executive Summary
CWCB
>
Water Supply Protection
>
DayForward
>
6001-7000
>
Stream: Middle Creek (Upper Segment) Executive Summary
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
9/5/2012 2:15:08 PM
Creation date
9/5/2012 1:59:11 PM
Metadata
Fields
Template:
Water Supply Protection
Description
Stream: Middle Creek (Upper Segment) Executive Summary
State
CO
Water Division
2
Title
Stream: Middle Creek (Upper Segment) Executive Summary
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.
/
10
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
Biological Data <br />The USFS, in September of 1997, collected stream cross section information, natural <br />environment data, and other data needed to quantify the instream flow needs for this reach of <br />Middle Creek. Middle Creek is classified as a medium stream (between 20 to 35 feet wide) and <br />fishery surveys indicate the stream environment of the Middle Creek supports rainbow trout <br />(Oncorhynchus mykiss) and brook trout (Salvelinus fontinalis). <br />Field Survey Data <br />CDOW staff used the R2Cross methodology to quantify the amount of water required to preserve <br />the natural environment to a reasonable degree. The R2Cross method. requires that stream <br />discharge and channel profile data be collected in a riffle stream habitat type. Riffles are most <br />easily visualized, as the stream habitat types that would dry up first should streamflow cease. <br />This type of hydraulic data collection consists of setting up a transect, surveying the stream <br />channel geometry, and measuring the stream discharge. <br />Biological Flow Recommendation <br />The CWCB staff relied upon the biological expertise of the cooperating agencies to interpret <br />output from the R2Cross data collected to develop the initial, biologic instream flow <br />recommendation. This initial recommendation is designed to address the unique biologic <br />requirements of each stream without regard to water availability. Three instream flow hydraulic <br />parameters, average depth, percent wetted perimeter, and average velocity are used to develop <br />biologic instream flow recommendations. The CDOW has determined that maintaining these <br />three hydraulic parameters at adequate levels across riffle habitat types, aquatic habitat in pools <br />and runs will also be maintained for most life stages of fish and aquatic invertebrates (Nehring <br />1979; Espegren 1996). <br />For this segment of stream, two data sets were collected with the results shown in Table 1 below. <br />Table 1 shows who collected the data (Party), the date the data was collected (Date), the <br />measured discharge at the time of the survey (Q), the accuracy range of the predicted flows <br />based on Manning's Equation (240% and 40% of Q), the summer flow recommendation based <br />on meeting 3 of 3 hydraulic criteria and the winter flow recommendation based upon 2 of 3 <br />hydraulic criteria. It is believed that recommendations that fall outside of the accuracy range of <br />the model, over 250% of the measured discharge or under 40% of the measured discharge may <br />not give an accurate estimate of the necessary instream flow required. <br />Table 1: Data <br />Party <br />Date <br />Q <br />2500/, -40% <br />Summer f22L <br />Winter (2/3) <br />CDOW <br />6/29/2009 <br />1.9 <br />4.8- 0.8 <br />3.4 <br />1.0 <br />CDOW <br />10/19/2009 <br />0.1 <br />0.2-0.0 <br />Out of range <br />Out of range <br />The summer flow recommendation, which met 3 of 3 criteria and is within the accuracy range of <br />the R2CROSS model is 3.4 cfs. The winter flow amount, which meets 2 of 3 criteria, is 1.0 cfs. <br />The late summer flow recommendation was lowered to 1.0 cfs due to water availability <br />constraints. <br />3 <br />
The URL can be used to link to this page
Your browser does not support the video tag.