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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: ACZ Inc. <br />• Filename: B:\KERRPD2 User: TEL <br />Date: OS-13-1991 Time: 10:21:07 <br />KERR LOAL COMPANY POST MINING DRAINAGE PD2 <br />Storm: 2.40 inches, 100 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />SUBWATERSHED/STRUCTURE INPUT/OUTPUT TABLE <br />_°__=_______°_____________°____________=~.=tea <br />-Hydrology- <br /> Base- Runoff Peak <br />JBS SWS Area CN UHS Tc K X Flow Volume Discharge <br /> (ac) (hrs) (hrs) (cfs) (ac-ft) (cfs) <br /> <br />111 1 35.93 69 F 0.190 0.000 0.000 0.0 1 13 10.76 <br /> Type: Null Label: PERMANENT DIVERSION PD2 (STEEP SECTION) <br />111 Structure 35.93 1.13 <br />--- <br />111 ------------- <br />Total IN/OUT ------------ <br />35.93 --------------------- ------------- -------- <br />1.13 --------- <br />10.76 <br /> <br />112 1 20.98 90 F 0.210 0.000 0.000 0.0 2.52 27.58 <br /> Type: Null Label: PERMANENT DIVERSION PD2 <br />112 Structure 20.98 3.65 <br />Total IN/OUT 56.92 3.65 29.24 <br />111 to 112 Routing 0.340 0.231 <br /> <br />