Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
18D Baxter Creek Culvert Capacity
Culvert Report Hydraflow Express Extension for Autodesk® AutoCAD® Civil 3D® by Autodesk, Inc.Monday, Jan 5 2015 Baxter Creek Culvert Capacity (@ Durston Road) Note: Culv type RCP! Invert Elev Dn (ft) = 4739.82 Pipe Length (ft) = 63.60 Slope (%) = 1.31 Invert Elev Up (ft) = 4740.65 Rise (in) = 54.0 Shape = Arch Span (in) = 108.0 No. Barrels = 1 n-Value = 0.013 Culvert Type = Arch Corrugated Metal Culvert Entrance = Mitered to slope (A) Coeff. K,M,c,Y,k = 0.03, 1, 0.0463, 0.75, 0.7 Embankment Top Elevation (ft) = 4748.40 Top Width (ft) = 30.00 Crest Width (ft) = 50.00 Calculations Qmin (cfs) = 0.00 Qmax (cfs) = 500.00 Tailwater Elev (ft) = (dc+D)/2 Highlighted Qtotal (cfs) = 210.00 Qpipe (cfs) = 210.00 Qovertop (cfs) = 0.00 Veloc Dn (ft/s) = 7.46 Veloc Up (ft/s) = 9.61 HGL Dn (ft) = 4743.36 HGL Up (ft) = 4743.23 Hw Elev (ft) = 4745.12 Hw/D (ft) = 0.99 Flow Regime = Inlet Control Culvert Report Hydraflow Express Extension for Autodesk® AutoCAD® Civil 3D® by Autodesk, Inc.Monday, Jan 5 2015 Baxter Creek Culvert Capacity (@ Durston Road) Note: Culv type RCP! Invert Elev Dn (ft) = 4739.82 Pipe Length (ft) = 63.60 Slope (%) = 1.31 Invert Elev Up (ft) = 4740.65 Rise (in) = 54.0 Shape = Arch Span (in) = 108.0 No. Barrels = 1 n-Value = 0.013 Culvert Type = Arch Corrugated Metal Culvert Entrance = Mitered to slope (A) Coeff. K,M,c,Y,k = 0.03, 1, 0.0463, 0.75, 0.7 Embankment Top Elevation (ft) = 4748.40 Top Width (ft) = 30.00 Crest Width (ft) = 50.00 Calculations Qmin (cfs) = 0.00 Qmax (cfs) = 500.00 Tailwater Elev (ft) = (dc+D)/2 Highlighted Qtotal (cfs) = 300.00 Qpipe (cfs) = 300.00 Qovertop (cfs) = 0.00 Veloc Dn (ft/s) = 10.07 Veloc Up (ft/s) = 11.44 HGL Dn (ft) = 4743.68 HGL Up (ft) = 4743.86 Hw Elev (ft) = 4748.19 Hw/D (ft) = 1.67 Flow Regime = Inlet Control Hydraflow Express - Baxter Creek Culvert Capacity (@ Durston Road) Note: Culv type RCP! - 01/5/15 1 Q Veloc Depth HGL Total Pipe Over Dn Up Dn Up Dn Up Hw Hw/D (cfs)(cfs)(cfs)(ft/s)(ft/s)(in)(in)(ft)(ft)(ft) 30.00 30.00 0.00 1.36 1.92 31.30 21.35 4742.43 4742.43 4742.53 0.42 60.00 60.00 0.00 2.54 5.94 33.81 13.62 4742.64 4741.79 4742.49 0.41 90.00 90.00 0.00 3.63 6.89 35.88 17.75 4742.81 4742.13 4743.09 0.54 120.00 120.00 0.00 4.65 7.64 37.76 21.53 4742.97 4742.44 4743.63 0.66 150.00 150.00 0.00 5.63 8.40 39.35 24.70 4743.10 4742.71 4744.15 0.78 180.00 180.00 0.00 6.55 8.99 41.00 28.00 4743.24 4742.98 4744.64 0.89 210.00 210.00 0.00 7.46 9.61 42.47 30.94 4743.36 4743.23 4745.12 0.99 240.00 240.00 0.00 8.35 10.25 43.77 33.53 4743.47 4743.44 4745.60 1.10 270.00 270.00 0.00 9.21 10.82 45.11 36.21 4743.58 4743.67 4747.40 1.50 300.00 300.00 0.00 10.07 11.44 46.28 38.55 4743.68 4743.86 4748.19 1.67 330.00 315.24 14.76 10.51 11.76 46.83 39.67 4743.72 4743.96 4748.61 1.77 360.00 321.36 38.64 10.69 11.91 47.02 40.03 4743.74 4743.99 4748.79 1.81 390.00 326.93 63.07 10.85 12.04 47.20 40.39 4743.75 4744.02 4748.96 1.85 420.00 331.46 88.54 10.98 12.12 47.37 40.75 4743.77 4744.05 4749.09 1.88 450.00 335.72 114.28 11.09 12.20 47.55 41.10 4743.78 4744.08 4749.22 1.91 480.00 339.43 140.57 11.21 12.30 47.64 41.27 4743.79 4744.09 4749.34 1.93