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• <br />PIPE CULVERT ANALYSIS <br />COMPUTATION OF CULVERT PERFORMANCE CURVE <br />February 4, 1991 <br />SENECA II-W <br />CULVERT H-7 <br />PROGRAM INPUT DATA: <br />DESCRIPTION VALUE <br />Culvert Diameter lfeet) ................................. 2.00 <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) ................................... 240.0 <br />Culvert Slope (feet per foot) ........................... 0.1000 <br />PROGRAM RESULTS: <br />Flow Tailwater Headwater Ift) Normal Critical Depth at Outlet <br />Rate Depth Inlet Outlet Depth Depth Outlet Velocity <br />(cfs) (ft) Control Control <br />- <br />- <br />--- (ft) <br />-- (ft) <br />- <br />- <br />---- (ft) (fps) <br />--------- <br />8.9 --------- <br />1.00 ------- <br />--- <br />- <br />- <br />1.67 -21.02 ---- <br />0.65 - <br />- <br />-- <br />1.06 -------- <br />0.65 --------- <br />10.02 <br />-------------------------------------------------------------------- <br />-------------------------------------------------------------------- <br />PIPE CULVERT ANALYSIS COMPUTER PROGRAM Version 1.7 Copyright (c)1986 <br />Dodson & Associates, Inc., 7015 W. Tidwell, #107, Houston, TS 77092 <br />(713) 895-8322. All Rio.hts Reserved. <br />• <br />40