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TAHRC -2 <br />PIPE CULVERT ANALYSIS. <br />COMPUTATION OF CULVERT PERFORMANCE CURVE <br />April 10, 1990 <br />PROGRAM INPUT DATA: <br />DESCRIPTION VAL <br />Culvert Diameter ( feet) .. ............................... 9.00 <br />FHWA Chart Number (1,2 or 3) ............................ 2 <br />Scale Number on Chart (Type of Culvert Entrance)........ S <br />Manning`s Roughness Coefficient (n- value) ............... 0.02 <br />Entrance Loss Coefficient of Culvert Opening............ 0.10 <br />Culvert Length ( feet) .... ............................... 120.0 <br />Culvert Slope (feet per foot ) ........................... 0.01 <br />PROGRAM RESULTS: <br />Flow Tailwater Headwater (ft) Normal Critical Depth at Outl <br />Rate Depth Inlet Outlet Depth Depth Outlet Veloci <br />(cfs) (ft) Control Control (ft) (ft) (ft) (fp <br />783.0 5.00 13.24 11.17 6.78 6.92 5.78 15 <br />------------------------------------------------------------------ <br />-------------------=---------------------------------------------- <br />PIPE CULVERT ANALYSIS COMPUTER PROGRAM Version 1.5 Copyright (c)19 <br />Dodson & Associates, Inc., 7015 W. Tidwell, #107, Houston, TX 770 <br />(713) 895 -8322. All Rights Reserved. <br />