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L>esigrr 6ngineerinh li'eporc, ('asc h'o. 2005-04='.58 <br />Town qf=4ron`s Ree°reati<J`ra( In-E'hannel P,iver•siar MIC'L)) 1Fater kigJst dn 1Frc Eagle River <br />Table 3. One-Dimensional Hvdraulic Parameters for Control Sections and Hydraulic Jumps <br />FLOW <br />Cfs Baby <br />Fr# - U/S Baby <br />Fr# - Str. Baby <br />FR# - D/S Baby <br />Velocit * Baby <br />De th** Junior <br />Fr# - U/S Junior <br />Fr# - Str. Junior <br />FR# - D/S Junior <br />elocit " Junior <br />De th*" Senior <br />Fr# - U/S Senior <br />Fr# - Str. Senior <br />Fr#-D/S Senior <br />Velocit ` Senior <br />De th" <br />200 0.3 1.0 2.2 10.9 2.3 0.2 0.5 0.3 2.3 5.0 <br />350 0.3 1.0 2.6 14.3 3.6 0.2 0.6 0.4 3.2 5.5 <br />500 0.4 1.0 2.3 14.3 4.0 0.4 1.0 1.9 12.3 3.6 0.3 0.8 0.4 3.9 5.9 <br />750 0.4 1.0 2.0 14.2 4.6 0.4 1.0 1.9 13.0 4.3 0.3 0.8 0.5 5.1 6.4 <br />1300 0.5 1.0 1.9 14.3 5.5 0.5 1.0 1.6 14.0 5.7 0.4 1.0 0.7 7.0 7.2 <br />1400 0.5 1.0 1.9 14.4 5.7 0.5 1.0 1.6 14.1 6.0 <br />2500 0.6 1.0 1.8 15.1 7.1 0.6 0.8 0.6 7.3 8.2 0.4 1.0 1.6 16.6 6.3 <br />5430 0.7 0.9 0.6 8.0 10.2 0.5 0.6 0.5 8.0 12.1 0.5 1.0 1.5 19.0 8.9 <br />Note: Froude #s are average for 1 dimensional flow, upstream (U/S), at (Str.), and downstream (D/S) of the control section. <br />*Average velocity at super critical section. <br />'"Depth of pool downstream of hydraulic jump <br />I E 8 of 11 <br />R .1u„?e.2006 <br />? ???? PO [iox21.3 Glen;aood Springs Colorado R I G(t2. (9?0)9ai-45( L'