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Civil Software Design -- SEDCAD+ Version 3 . 0 <br /> Copyright (C) 1987-1990 . Pamela J. Schwab. All rights reserved. <br /> Company Name: Peabody Coal Company <br /> Filename : C: \SEDCAD3\NUCTRAPA User: PCC <br /> Date: 04-05-1990 Time : 06:26 : 09 <br /> RECLAIMED CHANNEL ABOVE CULVERT C-3 (PROFILE K-K' ) <br /> Storm: 1 . 60 inches, 10 year-24 hour, SCS Type II <br /> Hydrograph Convolution Interval : 0 . 1 hr <br /> NON-POND STRUCTURE INPUT/OUTPUT TABLE <br /> J1, B1, S1 <br /> RECLAIMED CHANNEL TO INCLUDE 12 CFS IRRIGATION <br /> Drainage Area from J1, B1, S1, SWS (s) l : 70 acres <br /> Total Contributing Drainage Area: 70 acres <br /> MATERIAL: GRASS MIXTURE <br /> Trapezoidal Vegetated Channel <br /> Limiting Variable : Velocity = 5 . 000 fps <br /> Design Bottom <br /> Discharge Width ZLeft ZRight Slope <br /> (cfs) (ft) M <br /> 26 . 11 12 . 0 5 . 0 : 1 5 . 0 : 1 1 . 1 <br /> Top Manning' s Hydraulic Froude <br /> Retardance Depth Velocity Width N Radius Number <br /> Class (ft) (fps) (ft) <br /> -------------------------------- <br /> Stability D 0 . 77 2 . 12 19. 7 0 . 053 0 . 617 0 . 47 <br /> Capacity C 0 . 93 1 . 65 21 . 3 0 . 076 0 . 718 0 . 34 <br /> Runoff Peak <br /> Volume Discharge <br /> (ac-ft) (cfs) <br /> IN/OUT 2 . 13 26. 11 <br /> ******************************************************************************* <br />