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Last modified
7/14/2009 5:02:30 PM
Creation date
5/20/2009 3:43:19 PM
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UCREFRP
UCREFRP Catalog Number
7618
Author
Rose, K. L. and D. R. Hann.
Title
Summary of Historic Habitat Modeling on the Yampa River Using the Physical Habitat Simulation System
USFW Year
1989.
USFW - Doc Type
Final Report.
Copyright Material
NO
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<br />\. <br /> <br />Table 2. <br /> <br />Comparison of velocity adjustment factors for five data <br />decks for spawning bar transects 6, 7 and 8. <br /> <br />Transect <br /> <br />B <br /> <br />c <br /> <br />D <br /> <br />--------------------------------------------------------------------- <br /> <br />E <br /> <br />*Q <br /> <br />A <br /> <br />--------------------------------------------------------------------- <br /> <br />6 3316 0.99 1. 00 1. 02 1.90 3.97 <br />6 1339 1. 01 0.99 0.50 0.92 1.95 <br />6 466 0.97 0.95 0.22 0.41 0.88 <br />7 3316 0.99 0.99 1.06 1.90 3.89 <br />7 1339 1.02 1.02 0.57 1.00 2.11 <br />7 466 0.99 0.99 0.27 0.47 1. 00 <br />8 3316 1.00 0.99 0.98 1. 76 3.68 <br />8 1339 1.00 1.01 0.58 1. 03 2.18 <br />8 466 0.99 1. 01 0.30 0.53 1.14 <br /> <br />Rating <br /> <br />good <br /> <br />good <br /> <br />poor <br /> <br />poor <br /> <br />poor <br /> <br />A - Three flow IFG4i mass balance <br />B - Three flow IFG4i WSL cards included <br />C - One flow IFG4i high flow retained <br />D - One flow IFG4i medium flow retained <br />E - One flow IFG4i low flow retained <br /> <br />Table 3. <br /> <br />Comparison of velocity adjustment factors for spawning <br />bar transects 1 through 5, right and left. <br /> <br />Transects <br /> <br />1-5 Right <br /> <br />Q <br /> <br />---------------------------------------------------------------------- <br /> <br />1-5 Left <br /> <br />Q <br /> <br />1.0 <br />1.0 <br />1.0 <br />2.0 <br />2.0 <br />2.0 <br />3.0 <br />3.0 <br />3.0 <br />4.0 <br />4.0 <br />4.0 <br />5.0 <br />5.0 <br />5.0 <br /> <br />1.00 <br />L03 <br />0.99 <br />1. 00 <br />0.99 <br />1. 02 <br />0.93 <br />1.09 <br />1. 02 <br />0.91 <br />1. 24 <br />1. 25 <br />0.90 <br />1. 20 <br />0.94 <br /> <br />1771 <br />791 <br />323 <br />1771 <br />791 <br />323 <br />1771 <br />791 <br />373 <br />1771 <br />791 <br />323 <br />1771 <br />791 <br />323 <br /> <br />1167 <br />427 <br />131 <br />1167 <br />427 <br />131 <br />1167 <br />427 <br />131 <br />1167 <br />427 <br />131 <br />1167 <br />427 <br />131 <br /> <br />0.98 <br />0.97 <br />0.93 <br />0.83 <br />0.76 <br />0.66 <br />0.98 <br />1.00 <br />1.01 <br />0.99 <br />1.00 <br />1.00 <br />0.95 <br />1. 00 <br />1. 00 <br /> <br />Rating <br /> <br />good <br /> <br />--------------------------------------------------------------------- <br /> <br />good <br /> <br />--------------------------------------------------------------------- <br /> <br />*Q = Discharge in cubic feet per second <br /> <br />6 <br />
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