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Home My WebLink AboutWPO202200023 Study 2022-08-16Culvert Report Hydraflow Express Extension for Autodesk® AutoCAD® Civil 3D® by Autodesk, Inc. Monday, Aug 15 2022 Existing Culvert 16 Adequacy Analysis Invert Elev Dn (ft) = 433.00 Calculations Pipe Length (ft) = 273.95 Qmin (cfs) = 29.60 Slope (%) = 2.74 Qmax (cfs) = 39.20 Invert Elev Up (ft) = 440.50 Tailwater Elev (ft) = (dc+D)/2 Rise (in) = 36.0 Shape = Circular Highlighted Span (in) = 36.0 Qtotal (cfs) = 29.60 No. Barrels = 1 Qpipe (cfs) = 29.60 n-Value = 0.013 Qovertop (cfs) = 0.00 Culvert Type = Circular Concrete Veloc Dn (ft/s) = 4.92 Culvert Entrance = Square edge w/headwall (C) Veloc Up (ft/s) = 6.86 Coeff. K,M,c,Y,k = 0.0098, 2, 0.0398, 0.67, 0.5 HGL Dn (ft) = 435.38 HGL Up (ft) = 442.26 Embankment Hw Elev (ft) = 443.12 Top Elevation (ft) = 468.00 Hw/D (ft) = 0.87 Top Width (ft) = 91.00 Flow Regime = Inlet Control Crest Width (ft) = 0.00 Eler Ini Existing Culven 16 Adequacy Analysis R Depm Inn a�ao z�so wt m NNLO m.5g 1350 N]CO mlemp� a 8.50 woad_nw asam 750 -Its C 6 W 0 50 iw 1. zw 350 JlV :1w ClV AW 54O Gi,wla,GuheR HGL EmYnk Ruch an