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• <br /> <br />'PIPE CULVERT ANALYSIS <br />C~UTATION OF CULVERT PERFORMANCE CURVE <br />October 2,1989 <br />PROGRAM INPl7T DATA: <br />DESCRIPTION: VALUE <br />Culvert Diameter-(feet)... ........................... 6:00 <br />. ... <br />FHWA Chart Number (1,2 or 3)... .................... 2 <br />.Scale Number on Chart (Type of Culvert Entrance7........ 3 <br />Manning`s Roughness Coefficieht (n-value) ............... 0.0240 <br />Entrance Loss Coefficient of Culvert Opening............ 0:50' <br />Culvert Length (feet} ................................... 93.0 <br />Culvert Slope (feet per foot},,,,,,,,,,,,,,,,,,,,,,,,,,, 0.0200 <br />PROCRAM RESULTS: <br />F1oW Tailwater Headwater (ft) Normal Critical Depth at Outlet <br />Rate Depth•Inlet Outlet Depth Depth Outlet Velocity <br />(cfs) (ft) Control Control (ft') (ft) (ft) (fps) <br />14.9 2.00 1.38 1.66 0.87 1.04. 2,00 1.81 <br />PIPE CULVERT ANALYSIS CCf~PU7ER.FROC~2AM Version 1.5 Copyright (c)1986 <br />Dodson & Associates, Inc:, 7015 W, Tidwell, x107, Howston; TX 77092 <br />(713) 895=8322..A11 R-fights Reserved. <br />• <br /> <br />