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<br />PIPE CULVERT ANALYSIS <br />COhPUTATION OF CULVERT PERFORMANCE CURVE <br />October 2, 1989 <br />PROGF2AM INPUT DATA: <br />DESCRIPTIv^N VALUE <br />Culvert Diameter (feet) ................................. 1.50 <br />FHWA Chart Number (1,2 or 3) ............................ 2 <br />Scale Number on Chart (Type of Culvert Entrance)........ 3 <br />Manning's Roughness Coefficient (n-value) ............... 0.0240 <br />Entrance Loss Coefficient of Culvert Opening............ 0.50 <br />Culvert Length (feet) ................................... 28.0 <br />Culvert Slope (feet per foot) ........................... 0.0360 <br />PROGRAM RESULTS: <br />Flow 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 />0.4 0.50 0.29 -0.15 0.20 0.21 0.20 2.91 <br />PIPE CULVERT ANALYSIS COhPUTER PROC~2AM Version 1.5 Copyright (c)1986 <br />Dodson & Associates, Inc., 7015 W. Tidwell, #107, Houston, TX 77092 <br />(713) 895-8322. All Rights Reserved. <br />u <br />12-2-127 <br />