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SEDCAD+ CULVERT SIZING UTILITY <br />Halt of RSRDA Storage Area Drainage <br />• Design Discharge = 1.330 cfs <br />Entrance Loss Coefficient = 0.5 <br />Pipe Length = 120.000 feet <br />Pipe Slope = 1.000 <br />Manning's n = 0.015 <br />Maximum Headwater = 2.000 feet <br />Tailwater Depth = 0.000 feet <br />Smallest Diameter Required to Pass Flow is S inches <br /> <br /> <br />RSS - 27 (New 3/1/96) <br />