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Civil Software Design -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. <br />Company Name: CYPRUS YAMPA VALLEY COAL <br />Filename: D:\SEDCAD3\FOIDEL User: Tavis D. Rogers <br />Date: 08-22-1997 Time: 16:46:44 <br />Foidel Creek at Batchweigh Haulroad Crossing <br />Storm: 1.80 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />--------------------------------------------- <br />SUBWATERSHED/STRUCTURE INPUT/OUTPUT TABLE <br />--------------------------------------------- <br />--------------------------------------------- <br />-Hydrology- <br /> Base- Runoff Peak <br />JBS SWS Area CN UHS Tc K X Flow Volume Discharge <br /> (ac) <br />------ <br />--- (hrs) <br />--------- (hrs) <br />----- (cfs) (ac-ft) (cfs) <br /> <br />111 <br />1 <br />12.95 55 <br />M <br />0.244 - <br />0.000 ------ <br />0.000 ------- <br />38.0 -------- <br />0.00 --------- <br />0.01 <br /> Type: Null La bel: Pond A to Foidel Crk <br />111 <br />---- Structure <br />------------- 12.95 <br />------- 0.00 <br /> <br />ill <br />Total IN/OUT ------- <br />12.95 --- --------- ------ ------ ------- -------- <br />0.00 --------- <br />38.01 <br /> <br />121 ------------- <br />1 -------------- <br />1854.55 55 --- <br />M --------- <br />0.730 ------ <br />0.000 ------ <br />0.000 ------- <br />0.0 -------- <br />0.50 --------- <br />1.40 <br /> Type: Nu ll Label: Foidel Creek <br />121 Structure 1854.55 0.50 <br />---- <br />1 ------------- <br />Total IN/OUT_ -------------- <br />_1854_55______ --- <br />___ --------- <br />_________ ------ <br />______ ------ <br />______ ------- <br />_______ -------- <br />___0_50_ --------- <br />___-1_40 <br /> <br />211 ---------- <br />1 -------------- <br />946.00 60 --- <br />M --------- <br />0.604 ------ <br />0.000 ------ <br />0.000 ------- <br />0.0 -------- <br />2.41 --------- <br />3.01 <br /> Type: Culvert Label: Fo idel @ Batch Road <br />211 <br />---- Structure <br />------------- 946.00 <br />-------------- <br />--- <br />--------- <br />------ <br />-- 2.91 <br />-- <br /> <br />211 <br />Total IN/OUT <br />2813.50 ---- ------- ---- <br />-- <br />2.91 --------- <br />41.86 <br />111 to 211 Routing 0.302 0.406 <br />• <br />