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Pipe Flow <br />I Open Channel Project: Brannan Pit 29 Applegate <br />Engineer. Came Herbolsheimer OrOtl r <br />Date: 4/6/2015 woterResoarrnAdv! P rthe west <br />Calculate' <br />Inputs Calculations <br />Pipe Lining PE - Corru ated with smooth Inner wails Theta 93 <br />Manning's'n' 0.012 Top Width 0.73 <br />Diameter - 1.00 ft 0.5 Area 0.078 (R2) <br />Pipe Slope 0.00368 MY 0.12474873 Hydraulic Radius 0.10 <br />Discharge 0.0964 (cfs) - 0.0283487 Adjusted 'n'Value 0.015 not used in ca/co <br />Froude No. 0.66 <br />Normal Depth 0.1565754 ft <br />VGIOCKYI 123 ft/s <br />% Full 15.7 % <br />Flow in this pipe is: Supercritical <br />Flowrate vs. Depth <br />Depth <br />- - (ft) <br />%'Full <br />- - - - - -( °7a ) - - - <br />Theta <br />(deg)- _ <br />Flow Area <br />_ 00 _ <br />Hydraulic Radius <br />- n)- <br />Discharge <br />cta)_ <br />Velocity <br />'(ftfs <br />1.00 <br />100 <br />0 <br />0.79 <br />0.25 <br />2.36 <br />2.99 <br />0.90 <br />90 <br />74 <br />0.74 <br />0.30 <br />2.50 <br />3.36 <br />0.80 <br />80 <br />106 <br />0.67 <br />0.30 <br />2.30 <br />3.41 <br />0.75 <br />75 <br />120 <br />0.63 <br />0.30 <br />2.14 <br />3.39 <br />0.70 <br />70 <br />133 <br />0.59 <br />0.30 <br />1.97 <br />3.36 <br />0.60 <br />60 <br />157 <br />0.49 <br />0.28 <br />1.58 <br />3.21 <br />0.50 <br />50 <br />180 <br />0.39 <br />0.25 <br />1.17 <br />2.99 <br />0.40 <br />40 <br />157 <br />0.29 <br />0.21 <br />0.79 <br />2.70 <br />0.30 <br />30 <br />133 <br />0.20 <br />0.17 <br />OAS <br />2.32 <br />0.20 <br />20 <br />106 <br />0.11 <br />0.12 <br />021 <br />1.84 <br />0.10 <br />10 <br />74 <br />0.04 <br />0.06 1 <br />0.06 1 <br />120 <br />Pipe Flowrate vs. Depth of Flow <br />110 <br />100 <br />90 <br />80 <br />70 <br />m` <br />m BO <br />E <br />m <br />e 50 <br />40 <br />30 <br />20 <br />10 <br />0 <br />0.00 0.50 1.00 1.50 2.00 2.50 3.00 <br />Discharge (cfs) <br />