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<<< SEDCAD+ >>> <br />- -- Peabody Coal Corrvany - -- <br />llt .J <br />NOR 006598. <br />' <br />* <br />RESULTS TO PECOCO /100 <br />Total Drainage Area to This Point = <br />89.500 <br />acres <br />* <br />Basin Trap <br />Efficiency = <br />100.000 % <br />* <br />EMERGENCY SPILLWAY OUTSLOPE <br />DESIGN: <br />* <br />Design Discharge = <br />6.353 <br />cfs <br />* <br />Velocity = <br />2.869 <br />fps <br />r <br />* <br />Depth of Flow = <br />0.20S <br />feet <br />* <br />Manning's n = <br />0.025 <br />D50 Channel Bed = <br />0.060 <br />feet <br />D50 Channel Bank = <br />0.060 <br />feet <br />DETAILED STAGE= DISCHARGE INFORMATION <br />TOTAL <br />* <br />ELEVATION <br />STAGE PSW #1 <br />ESW <br />DISCHARGE <br />* <br />(ft) (cfs) <br />(cfs) <br />;cfs) <br />*----------------------------------------------------------------------------- <br />* <br />6750.00 <br />0.00 0.00 <br />0.00 <br />0.00 <br />* <br />6755.00 <br />5.00 0.00 <br />0.00 <br />0.00 <br />6760.00 <br />10.00 0.00 <br />0.00 <br />0.00 <br />* <br />6765.00 <br />15.00 0.00 <br />0.00 <br />0.00 <br />* <br />6770.00 <br />20.00 ; . 00 <br />0.00 <br />0.00 <br />6774.30 <br />24.30 0.00 <br />0.00 <br />0.00 <br />* <br />5775.00 <br />25.00 0.00 <br />0.00 <br />0.00 <br />* <br />6777.00 <br />27.00 0.00 <br />0.00 <br />0.00 <br />* <br />6777.70 <br />27.70 0.00 <br />10.90 <br />10.90 <br />* <br />6777.80 <br />27.80 0.00 <br />14.42 <br />14.42 <br />* <br />6777.90 <br />27.90 0.00 <br />18.33 <br />18.33 <br />* <br />6778.00 <br />28.00 0.00 <br />22.63 <br />22.63 <br />* <br />6778.50 <br />28.50 0.00 <br />52.82 <br />52.82 <br />* <br />6779.00 <br />29.00 0.00 <br />92.64 <br />92.64 <br />* <br />6779.50 <br />29.50 0.00 <br />141.13 <br />141.13 <br />* <br />6780.00 <br />30.00 0.00 <br />207.48 <br />207.48 <br />* <br />6780.50 <br />30.50 0.00 <br />287.61 <br />287.61 <br />* <br />6781.00 <br />31.00 0.00 <br />388.34 <br />358.34 <br />llt .J <br />NOR 006598. <br />