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<br />Project: <br />Pipe Characteristics <br />Manning's n 0.024 <br />Diameter 6.010 ft <br />Slope 0.00800 decimal <br />Flowrate vs. Depth <br />Blue cells require data <br />Press "Normal and Critical Depth" to run model <br />Depth/Diameter <br />(%) Depth <br />(ft) theta <br />(deg) Area <br />(ft`) Hydraulic Radius <br />(ft) Discharge <br />(cfs) <br />100 6.00 0 28.27 1.50 205.73 <br />90 5.40 74 26.80 1.79 219.27 <br />80 4.80 106 24.25 1.83 201.10 <br />75 4.50 120 22.75 1.81 187.60 <br />70 4.20 133 21.14 1.78 172.25 <br />60 3.60 157 17.71 1.67 138.22 <br />50 3.00 180 14.14 1.50 102.87 <br />40 2.40 157 10.56 1.29 69.33 <br />30 1.80 133 7.13 1.03 40.29 <br />20 1.20 106 4.03 0.72 18.02 <br />10 0.60 74 1.47 0.38 4.30 <br />Critical Depth <br />Discharge <br />(cfs) Theta <br />(deg) Top Width <br />(ft) Area <br />(ft`) Froude <br />Number Critical Depth <br />(ft) <br />2Q5 145 5.71 19.53 1.00 3.91 <br />Normal Depth <br />Discharge <br />(cfs) Theta <br />(deg) Top Width <br />(ft) Area <br />(ft`) Hydraulic Radius <br />(ft) Froude <br />Number Normal Depth <br />(ft) Velocity <br />(ft/s) <br />205 101 4.65 24.71 1.83 0.40 4.90 8.30