Laserfiche WebLink
SEDCAD 4.0 <br />Copynpht 7998 Pamela J. SUwab <br />Civil $Onware Design 1 <br />East Portal Area CMP #3 Contributing Area 2.95 cfs <br />plus 2.60 cfs overflow from CMP #4 <br />Culvert Inputs: <br />Max. Entrance <br />Length (ft) Slope (%) Manning's n Headwater 7ailwater (ft) Loss Ccef. <br />(R) (Ke) <br />820.00 s.s0 0.0240 1.50 0.00 0.90 <br />Culvert Results: <br />Minimum pipe diameter required: 18 inches <br />C~ <br /> <br />SEDCAD Utility Run Printed 09-25-1998 <br />