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Culvert Name Shape Rise Span <br />Culvert #1 Circular 2 <br />FHWA Chart # 2 - Corrugated Metal Pipe Culvert <br />FHWA Scale # 2 - Mitered to conform to slope <br />Solution Criteria = Highest U.S. EG <br />•ulvert Upstrm Dist Length n Value Entrance Loss Coef Exit Loss Coef <br />2 80 .024 .7 .7 <br />Number of Barrels = 5 <br />Upstream Elevation = 8548.95 <br />Centerline Stations <br />Sta. Sta. Sta. Sta. Sta. <br />110 113 116 119 122 <br />Downstream Elevation = 8547 <br />Centerline Stations <br />Sta. Sta. Sta. Sta. Sta. <br />110 113 116 119 122 <br />CULVERT OUTPUT Profile #PF 1 <br />Culvert ID Culvert #1 <br />Cult' q (cfs) 77.47 Cult' Vel In (ft/s) 6.50 <br /># Barrel s 5 Cult' Vel Out (ft/s) 6.77 <br />Q Barrel (cfs) 15.49 Cult' Inv E1 Up (ft) 8598.95 <br />E.G. US. (ft) 8551.98 Cult' Inv E1 Dn (ft) 8547.00 <br />W.S. US. (ft) 8551.45 Cult' Frctn Ls (ft) 1.95 <br />Delta EG (ft) 2.73 Cult' Ext Lss (ft) 0.73 <br />Delta WS (ft) 3.89 Cult' Ent Lss (ft) 0.46 <br />E.G. IC (ft) 8551.28 Q Weir (cfs) <br />E.G. OC (ft) 8551.98 Weir Sta Lft (ft) <br />Culvert Control Outlet Weir Sta Rgt (ft) <br />Cult' WS In (ft) 8550.37 Weir Submerg <br />Cult' WS Out (ftl 8548.37 Weir Max Depth (ft) <br />Cult' Nml Depth (ft) 1.37 Weir Avg Depth (ftl <br />• Cult' Crt Depth (ft) 1.42 Wr Flw Area (sq ft) <br />Cult' Ful Lnqh (ft) Min Top Rd (ft) 8552.00 <br />Note: During supercritical analysis, the culvert direct step method went to normal <br />depth. The <br />program then assumed normal depth at the outlet. <br />Note: The flow in the culvert is entirely supercritical. <br />CROSS SECTION RIVER: Channel <br />REACH: Berm to Ponds RS: 1120 <br />INPUT <br />Description: 12+00; 2.56 channel bottom gradient <br />Station Elevation Data num= 6 <br />Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev <br />100 8550 103 8549 109 8597 123 8547 129 8549 <br />132 8550 <br />Manning's n Values num= 3 <br />Sta n Val Sta n Val Sta n Val <br />100 .035 100 .035 132 .035 <br />Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. <br />100 132 3.72 3.72 3.72 .1 .3 <br />CROSS SECTION RIVER: Channel <br />REACH: Berm to Ponds RS: 1116. 28• <br />~NPUT <br />Description: <br />Station Elevation Data num= 6 <br />Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev <br />