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TAHRC -9 <br />PIPE CULVERT ANALYSIS <br />COMPUTATION OF CULVERT PERFORMANCE CURVE <br />April 10, 1990 <br />PROGRAM INPUT DATA: <br />DESCRIPTION <br />VAL! <br />------------------------------------------------------------------- <br />Culvert Diameter ( feet) ...... ........................... 2.00 <br />FHWA Chart Number (1,2 or 2) ............................ 2 <br />Scale Number on Chart (Type of Culvert. Entrance)........ 3 <br />Manning`s Roughness Coefficient (n- value) ............... 0.02, <br />Entrance Loss Coefficient of Culvert Opening............ 0.z0 <br />Culvert Length ( feet) .... ............................... 270.0 <br />Culvert Slope (feet per foot) ........................... 0.05 <br />PROGRAM RESULTS: <br />Flow Tailwater Headwater (ft) Normal Critical Depth at Out V <br />Rate Depth Inlet Cutlet Depth Depth Outlet Veloci <br />(cfs) (ft) Control Control (ft) (ft) (ft) Up <br />------------------------------------------------------------ - - - - -- <br />22.1 2.00 3.81 -2.42 1.C3 1.58 1.33 9. <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 />