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Last modified
1/26/2010 12:30:49 PM
Creation date
10/11/2006 10:22:32 PM
Metadata
Fields
Template:
Water Supply Protection
File Number
8240.200.10.B
Description
UCRBRIP - Riverine Fish Flow Investigations
Basin
Colorado Mainstem
Date
6/1/2000
Author
CDOW
Title
Riverine Fish Flow Investigations 2000
Water Supply Pro - Doc Type
Publication
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<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 />In the IS-Mile reach study site fish were marked to designate the upper, middle and <br /> <br /> <br />lower sections of the site. Also the mark on the IS-Mile Reach indicated on which side of the <br /> <br /> <br />river the fish was caught. Eight electrofishing passes were made in this study site. The dates <br /> <br />and the flow (cfs) of the fish sampling were 9/28 (2,060), 9/29 (2,000),9/30 (1,990), 10/5 <br /> <br />(1,660), 10/6 (1,420),10/8(1,740) and 10/12 (1,860). To determine if marked fish could be <br /> <br />recaptured upstream, a 4.8 Ian reach was sampled from RM 180.4 to RM 177.4 (upper <br /> <br />terminus of study site) on October 13 and 14. A 4.5 Ian section of river was electro-fished <br /> <br />immediately downstream of the study site (RM 174.9) to RM 172.1 on October IS and 18. <br /> <br />HABITAT MAPPING <br /> <br />The use of two-dimensional flow models requires intensive channel mapping so that <br /> <br />the modeled reach can be accurately represented. The collection of this data can be very time <br /> <br />consuming and may represent a large proportion of the project cost. There are several ways <br /> <br />topographic and flow data can be collected, and several different methods were used in this <br /> <br />study. <br /> <br />/ <br /> <br />Total Station <br /> <br />In 1998, bathymetry was collected at two locations on the Yampa River using a Pentax <br /> <br />PTSIII total station. A total station gives flexibility to the user and allows them to determine <br /> <br />which survey points are necessary to represent the topography and to only gather data at those <br /> <br />points. Total stations calculate positions using basic trigonometric relationships. The total <br /> <br />station uses a laser beam to determine the distance to a survey prism and simultaneously <br /> <br />measures the horizontal and vertical angles to the prism. Machine accuracy is represented by <br />13 <br />
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