My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
9509
CWCB
>
UCREFRP
>
Public
>
9509
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/14/2009 5:02:36 PM
Creation date
5/22/2009 4:43:24 PM
Metadata
Fields
Template:
UCREFRP
UCREFRP Catalog Number
9509
Author
Hill, C. G.
Title
Dynamics of Northern Pike Spawning and Nursery Habitat in the Yampa River, Colorado.
USFW Year
2004.
USFW - Doc Type
Fort Collins, Colorado.
Copyright Material
NO
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
78
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 />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 />I <br /> <br />Steamboat Springs and Craig vary due to additional inputs between gage stations, an <br />estimated flow at each backwater site was calculated. The difference in flow between the <br />most upstream gage station and the most downstream gage station in the study area was <br />divided by the total distance to get a flow gain/loss per mile. The distance from the most <br />upstream gage station to each site was calculated to determine the appropriate flow per <br />mile to add or subtract. Using this information a depth gage reading vs. flow relationship <br />was developed for each backwater. A polynomial regression line was fit to the data and <br />the equation of this line was used to calculate the depth of the backwater for any flow of <br />interest. <br /> <br />Detailed habitat surveys were performed at the same nine backwaters where depth <br />gages were installed. A surveyor level (CSTlBerger Laser One, Watseka, IL) was used to <br />determine the bottom contour of each backwater by measuring depths along transects <br />perpendicular to the long axis of the backwater. Transects were spaced between 9.1 and <br />27.4 m depending on bank obstructions and the size of the backwater. Backwaters <br />smaller than 101 m long had at least 6 transects and backwaters longer than 101 m had <br />between 10 and 17 transects. Depth measurements were recorded every 0.9 to 2.7 m <br />along the transect. Arcview spatial analyst (ESRI, Redlands, CA) was used to construct a <br />contour map from the survey data. The regression of depth gage reading vs. flow and the <br />contour map for each site was used to determine wetted area in each backwater during the <br />spawning and nursery periods. During 2002 and 2003 the average flow from April 1 - 15 <br />was used to determine the wetted area in each site for the spawning period. The peak <br />flow recorded for 2002 and 2003 was used to determine the maximum wetted area in the <br />backwater and possible connectivity to the main river channel. <br /> <br />During 2002, the four sites where spawning adults were collected in the trapnets <br />and seven other backwaters were sampled for age-O northern pike with a Smith-Root <br />backpack electrofishing unit. During 2003, another site at river mile 169.1 was sampled <br />in addition to the 11 from the previous year. An attempt was made to sample each site 3 <br />times each year. Sampling took place during three periods; the end of June, the <br />beginning of July, and the end of July. Dewatering associated with low flows and <br />decreased flows over the summer precluded sampling at several sites in both 2002 and <br />2003. These sampling occasions are reported as catch per 10 minutes of electrofishing <br />effort (CPUE) because each site varied by size. <br /> <br />Evaluation of Barriers <br />Barrier materials tested included the seine/trapnet used to collect spawning adult <br />pike, a patchwork of materials including hardware cloth, poultry wire with 2.5 cm mesh, <br />Kevlar coated net with 2.5 cm mesh, Kevlar coated net with 6.4 mm mesh, and <br />polyvinylchloride (PVC) coated poultry wire with 2.5 cm mesh. <br /> <br />The barrier design used to determine the effectiveness of barriers consisted <br />entirely of PVC coated poultry wire. This barrier extended from the top of one bank to <br />the top of the opposite bank to deny fish access as the water rose during the spawning <br />period. T -bar posts were spaced about every 1.5 m to support the fencing. Nylon zip ties <br />were used to attach fencing panels to each other and to the posts. On dry ground below <br /> <br />5 <br />
The URL can be used to link to this page
Your browser does not support the video tag.