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411 <br /> Design Report for Canon City Whitewater Kayak and Recreation Park in the Arkansas River <br /> Table 3. One-Dimensional Hydraulic Parameters for Control Sections and Hydraulic Jumps <br /> FLOW Flytrap Flytrap Flytrap Flytrap Flytrap Nessman Nessman Nessman Nessman Nessman <br /> Fr#- Fr#- FR#- Velocity Depth Fr#- FR#- Velocity Depth <br /> cfs U/S Str. D/S (ft/s)* (ft)** U/S Fr#-Str. D/S (ft/s)* (ft)** <br /> 250 0.5 1.0 3.2 11.8 3.0 0.3 1.0 1.8 10.3 3.3 <br /> 700 0.7 1.0 2.7 14.1 4.3 0.3 1.0 2.1 12.7 4.6 <br /> 1400 0.8 1.0 1.3 9.3 4.6 0.3 1.0 1.8 14.2 5.9 <br /> 1800 0.8 1.0 1.3 10.2 6.2 0.3 1.0 1.8 14.5 6.5 <br /> Note:Froude#s are average for 1 dimensional flow,upstream,at and immediately downstream. <br /> *Average velocity at super critical section. <br /> • **Depth of downstream pool <br /> OIE <br /> IV 13 of 16 <br /> 410 <br />