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Civil Software Design -- SEDCAD+ Version 3.0 <br />Copyright (C) 1987-1990. Pamela J. Schwab. All rights reserved. <br />Coy <br />• Filename: B:\KERRPD3 <br />Date: <br />KERR COAL <br />Storm: 1.70 inches, 10 <br />Hydrograph <br />npany Name: ACZ Inc. <br />User: TEL <br />05-01-1990 Time: 06:56:33 <br />COMPANY POST MINING DRAINAGE <br />year-24 hour, SCS Type II <br />Convolution interval: 0.1 hr <br />-------------------------------------------- <br />-------------------------------------------- <br />SUBWATERSHED/STRUCTURE INPUT/OUTPUT TABLE <br />-Hydrology- <br /> Base- Runoff Peak <br />JBS SWS Area CN UHS Tc R X Flow Volume Discharge <br /> <br />---- <br />---- <br />-------------- <br />-------------- (ac) <br />---------- <br />---------- <br />------- <br />------- (hrs) (hrs) <br />------------- <br />------ <br />-- <br />----- <br />----- (cfs) <br />------- <br />------- (ac-ft) <br />--------- <br />--------- (cfs) <br />--------- <br />---- <br /> <br />111 <br />1 <br />16.15 <br />70 F ----- <br />0.179 0.000 <br />0.000 <br />0.0 <br />0.19 ----- <br />1.18 <br /> Type: Null Label: PERMANENT DIVERSION NO. 3 (STEEP SECTION) <br />111 Structure 16.15 0.19 <br />---- <br />111 <br />--- -------------- <br />Total IN/OUT <br />--------------- ---------- <br />16.15 <br />---------- ------- <br /> <br />------- ------------- <br /> <br />------------- ------ <br /> <br />------ ------- <br /> <br />------- --------- <br />0.19 <br />-------- --------- <br />1.18 <br />---------- <br />--- <br />112 --------------- <br />1 ---------- <br />36.07 ------- <br />84 F ------------- <br />0.403 0.000 ------ <br />0.000 ------- <br />0.0 -------- <br />1.62 ---------- <br />13.92 <br /> Ty pe: Null Label: PERMANENT DI VERSION NO. 3 <br />112 Structure 36.07 1.81 <br />--- <br />~2 --------------- <br />Total IN/OUT <br />--------------- ---------- <br />52.22 <br />---------- ------- <br /> <br />------- ------------- <br /> <br />------------- ------ <br /> <br />------ ------- <br /> <br />------- -------- <br />1.81 <br />--------- ---------- <br />14.08 <br />--------- <br />--- <br />111 <br />--- --------------- <br />to 112 Routing <br />--------------- ---------- <br /> <br />---------- ------- <br /> <br />------- ------------- <br />0.404 <br />------------ ------ <br />0.220 <br />----- ------- <br /> <br />------- -------- <br /> <br />-------- ---------- <br /> <br />---------- <br />--- <br />113 --------------- <br />1 ---------- <br />19.01 ------- <br />59 F ------------- <br />0.085 0.000 ------ <br />0.000 ------- <br />0.0 -------- <br />0.02 ---------- <br />0.03 <br /> Type: Null Label: PERMANENT DIVERSION F1 <br />113 Structure 19.01 1.83 <br />113 <br />--- Total IN/OUT <br />--------------- 71.24 <br />---------- <br />------- <br />------------- <br />------ <br />------- 1.83 <br />-------- 14.08 <br />---------- <br />--- <br />112 <br />--- <br />--- --------------- <br />to 113 Routing <br />--------=------ <br />--------------- ---------- <br /> <br />---------- <br />---------- ------- <br /> <br />------- <br />------- ------------- <br />0.009 <br />------------- <br />------------- ----- <br />0.319 <br />------ <br />------ ------- <br /> <br />------- <br />------- -------- <br /> <br />-------- <br />-------- ---------- <br /> <br />---------- <br />---------- <br /> <br />