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Table 2.05.3(4)(d)-11 <br />• <br />Civil Software Design -- SEDCAD+ Version 3.1 <br />Copyright (C1 1987-199'L. Pamela J. Schwab. All rights reserved. <br />Company Name: J. E. STOVER & ASSOCIATES <br />Filename: D:~SEDCAD3~RCM100 User: JES <br />RED CANYON MINE - UPPER DIVERSION DITCH - REFUSE PILE <br />Storm: 2.80 inches, 100 year-'24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />-------------------------------------------- <br />-------------------------------------------- <br />DETAILED SUBWATERSHED INPUT/OUTPUT TABLE <br />-------------------------------------------- <br />-------------------------------------------- <br />Seg. Land Flow Segment Time Muskingum <br />J B S SWS # Condition Distance Slope Velocity Time Conc. K % <br />(ftl (%1 (fpsl fhrl lhr) Ihrl <br />------------------------------------------------------------------------------- <br />------------------------------------------------------------------------------- <br />1 1 1 1 -a 5 325.00 21.54 4.64 0.02 <br />-b 8 1075.00 4.47 6.34 0.05 0.066 <br />------------------------------------------------------------------------------- <br />• <br />• <br />Rev. March 9, 1994 <br />