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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 />Date 10/19/95 <br />File REALN2.WPS <br />PROJECT: 13200CFS EXISTING <br /> <br />Time 13:03:25 <br />Report Page 6 <br /> <br />CROSS SECTION INPUTS <br /> <br />Section 6 Type Channel Station 24 + 61 Discharge 13200.00 cfs <br />Length of Lob Llob 519.00 ft Length of Channel Lchn 789.90 ft <br />Length of Rob Lrob 1876.00 ft n Rob nrob 0.0500 <br />n LOB ~~~tM~\UJ~tn1~ nchn 0.03 <br />Offs of Lob xrob 38.20 ft <br />Contraction Coef Ccon. EXPans10n oe Cexp 0.30 <br />Eff Elev Left zlef 0.00 ft Bff Blev Right zref 0.00 ft <br />METHOD Average Conveyance <br />Cross Section Groundshots <ft> <br />1 -800.0 4703.30 2 -500.0 4702.30 3 -424.7 4702.30 4 -419.4 4703.10 <br />5 -402.8 4703.10 6 -253.4 4702.30 7 -65.3 4701.70 8 -56.3 4699.60 <br />9 -49.8 4702.80 10 -36.5 4698.20 11 -29.4 4693.20 12 0.0 4692.56 <br />13 23.2 4693.20 14 38.2 4699.40 15 95.7 4699.50 16 120.6 4696.60 <br />17 154.4 4697.10 18 169.9 4699.70 19 184.4 4699.80 20 199.7 4698.70 <br />21 212.9 4700.10 22 229.1 4698.10 23 314.5 4699.20 24 378.0 4700.70 <br />25 500.0 4701. 32 26 600.0 4702.00 27 700.0 4700.30 28 800.0 4700.00 <br />29 1000.0 4702.00 30 1200.0 4702.50 <br /> <br />