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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 Time 13:03:24 <br />File REALN2.WPS Report Page 3 <br />PROJECT: 13200CFS EXISTING <br />CROSS SECTION INPUTS <br />Section 3 Type Channel Station 1 + 80 Discharge 13200.00 cfs <br />Length of Lob Llob 139.30 ft Length of Channel Lchn 146.27 ft <br />Length of Rob Lrob 157.40 ft n Rob nrob 0.0500 <br />n LOB nlob 0.0500 n Channel nchn 0.03 <br />Offs of Lob xlob -67.80 ft Offs of Rob xrob 55.70 ft <br />Contraction Coef Ccon 0.10 Expansion Coef Cexp 0.30 <br />Bff Elev Left zlef 0.00 ft Bff Blev Right zref 0.00 ft <br />METHOD Average Conveyance <br />Cross Section Groundshots <ft> <br />1 -1000.0 4698.00 2 -800.0 4697.00 3 -500.0 4696.70 4 -385.8 4696.60 <br />5 -379.3 4695.90 6 -368.0 4697.20 7 -356.5 4695.00 8 -355.0 4696.00 <br />9 -280.6 4696.70 10 -268.0 4695.20 11 -257.2 4697.30 12 -237.3 4694.80 <br />13 -228.6 4697.50 14 -203.6 4697.60 15 -170.9 4695.00 16 -160.5 4693.90 <br />17 -92.7 4693.90 18 -72.0 4698.00 19 -67.8 4698.00 20 -60.0 4697.00 <br />21 -50.0 4693.00 22 -45.4 4690.60 23 0.0 4689.73 24 25.1 4691.20 <br />25 43.7 4696.40 26 55.7 4697.20 27 85.5 4696.10 28 160.2 4696.60 <br />29 174.4 4696.40 30 192.0 4695.90 31 202.8 4694.30 32 209.7 4696.10 <br />33 224.0 4696.90 34 277.9 4696.40 35 330.3 4695.90 36 394.1 4695.80 <br />37 470.0 4695.35 38 600.0 4694.96 39 800.0 4694.90 40 980.0 4696.00 <br />41 990.0 4698.00 42 1000.0 4700.00 <br /> <br />