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WSP11632
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Last modified
1/26/2010 3:18:15 PM
Creation date
10/12/2006 5:05:03 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8240.200.40.J
Description
Yampa
State
CO
Basin
Yampa/White
Water Division
6
Date
3/1/1995
Title
Yampa River Basin Recommended Alternative - Detailed Feasibility Study
Water Supply Pro - Doc Type
Publication
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<br />. <br /> <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 />*Q <br /> <br />A <br /> <br />B <br /> <br />c <br /> <br />D <br /> <br />E <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 good good poor poor poor <br />--------------------------------------------------------------------- <br /> <br />A - Three flow IFG4; mass balance <br />B - Three flow IFG4; WSL cards included <br />C - One flow IFG4; high flow retained <br />D - One flow IFG4; medium flow retained <br />E - One flow IFG4; 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 />---------------------------------------------------------------------- <br /> <br />Transects <br /> <br />Q <br /> <br />1-5 Right <br /> <br />Q <br /> <br />1-5 Left <br /> <br />1.0 1167 1.00 1771 0.98 <br />1.0 427 1. 03 791 0.97 <br />1.0 131 0.99 323 0.93 <br />2.0 1167 1.00 1771 0.83 <br />2.0 427 0.99 791 0.76 <br />2.0 131 1. 02 323 0.66 <br />3.0 1167 0.93 1771 0.98 <br />3.0 427 1.09 791 1.00 <br />3.0 131 1.02 373 1.01 <br />4.0 1167 0.91 1771 0.99 <br />4.0 427 1.24 791 1.00 <br />4.0 131 1. 25 323 1.00 <br />5.0 1167 0.90 1771 0.95 <br />5.0 427 1. 20 791 1. 00 <br />5.0 131 0.94 323 1. 00 <br /> <br />--------------------------------------------------------------------- <br /> <br />Rating <br /> <br />good <br /> <br />good <br /> <br />--------------------------------------------------------------------- <br /> <br />*Q = Discharge in cubic feet per second <br /> <br />6 <br />
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