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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 />ENGINEERING DATA SYSTEMS CORPORATION <br />Water Surface Profiling Input Report <br /> <br />Date 10/19/95 <br />File REALN2.WPS <br />PROJECT::13200CFS EXISTING <br /> <br />Time 14:46:46 <br />Report Page 1 <br /> <br />PROFILE INITIAL CONDITIONS <br /> <br />No section 23 <br />Max iters 100 <br /> <br />Tolerance 0.010 Unit system ENGLISH <br />Pf factor 1.00 Strt Sta 0 + 00 Starting HGL <br /> <br />4710.6 ft <br /> <br />CROSS SECTION INPUTS <br /> <br />Section 1 Type Channel <br />Length of Lob Llob 0.01 ft <br />Length of Rob Lrob 0.01 ft <br />n LOB nlob 0.0500 <br />Offs of Lob xlob -100.00 ft <br />Contraction Coef Ccon 0.30 <br />Eff Elev Left zlef 0.00 ft <br />METHOD Average Conveyance <br />Cross Section Groundshots <ft> <br /> <br />Station 0 + 00 <br /> <br />Discharge 13200.00 cfs <br /> <br />Length of Channel Lchn 0.01 ft <br />n Rob nrob 0.0500 <br />n Channel nchn 0.03 <br />Offs of Rob xrob 100.00 ft <br />Expansion Coef Cexp 0.70 <br />Eff Blev Right zref 0.00 ft <br /> <br />1 -1000.0 4698.40 2 -800.0 4697.90 3 -500.0 4697.90 4 -475.6 4697.90 <br />5 -263.9 4697.90 6 -115.1 4698.40 7 -100.0 4698.90 8 -98.0 4695.70 <br />9 -91. 5 4694.90 10 -77.6 4689.90 11 0.0 4689.90 12 7.5 4689.90 <br />13 8.5 4687.40 14 45..9 4687.40 15 49.6 4689.90 16 73.0 4689.90 <br />17 89.0 4694.90 18 98.0 4695.88 19 100.0 4698.90 20 159.0 4696.00 <br />21 290.0 4696.31 22 315'.5 4696.51 23 400.0 4696.60 24 700.0 4695.35 <br />25 782.0 4697.00 26 800.0 4698.00 27 1000.0 4698.40 <br /> <br />