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Civil ortwa e Design -- EDCAD+ Version 7.0 <br />Copyright (C) 1987-1990. Pamela;J. Schwab. All rich-ts reserved. <br />Ccn-pany Name: Peabody Coal Company <br />Filename: E:\SEDCAD3\SEN\2W-G2 User: RJG <br />Date: 11-01-1390. Time: 15:43:34 <br />SENECA II-W CULVERT G2 <br />storm: 1-60 inches, 10 y6,9r-24 hour, S-( -'S Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />--------------------------------------------- <br />---------------------------------------------- <br />SUBWATERSHED/STRUCTURE INPUT/OUTPUT TABLE <br />--------------------------------------------- <br />------------------------------------- ------- <br />-Hydrology- <br />Base- Runoff Peak <br />JES SWS Area CN UHS Tc K X Flow Volume Discharge <br />(ac) (hrs) (hrs) (cfs) (ac-ft) refs) <br />----------------------------------------------------------------------------- <br />111 1 262.70 78 F 0.447 0.000 0.000 0.0 x.09 41.38 <br />Type: Null Label: POND 005 <br />111 Structure 2.70 6.09 <br />------------------------------------------------------------------------------- <br />111 Total IN/OUT 262.70 6.09 41.38 <br />i12 1 'x42.50 72 M 0.25; 0.000 0.000 0.0 2.90 13.74 <br />112 2 241.10 78 F 0,233 0.060 0.419 0.0 5.59 51.28 <br />Type: Null Label: CULVERT G3 <br />112 Structure 403.00 14-58 <br />------------------------------------------------------------------------------- <br />112 Total IN/OUT 746-30 14.58 96.21 <br />--------------------------------------------------------------- --- --- <br />111 to 112 Routing 0.101 0.424 <br />11.3 1 37.80 76 F 0.191 0.000 0.000 0.0 0.72 6.54 <br />,Pe: Null Label: CULVERT G2 <br />TV <br />113 Structure 37.80 15.30 <br />------------------------------------------------------------------------------- <br />113 Total IN/OUT 784.10 15.30 94.83 <br />--------------------------_'-------------------------------------------------- <br />112 to 113 Routing 0.077 0.387 <br />------------------------------------------------------------------------------- <br />------------------------------------------------------------------------------- <br />0 <br /> <br />0