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SEDCAD 4 for Windows <br />r,.,.,,d,.n~+aaa oa~,e~~ i c.~,,.,~r. <br />~~ <br />r <br />-.J <br />Max. Tailwater Entrance <br />Length (ft) Slope (%) Manning's n Headwater Loss Coef, <br />(ft) (ft) (Ke) <br />75.00 2.00 0.0240 2.50 0.00 0.90 <br />Culvert Results: <br />Design Discharge = 2.81 cfs <br />Minimum pipe diameter: 1 - 12 inch pipe(s) required <br /> <br />Max. Tailwater Entrance <br />Length (ft) Slope (%) Manning's n Headwater Loss Coef. <br />(ft) (ft) (Ke) <br />100.00 2.00 0.0240 2.50 0.00 0.9( <br />Culvert Results: <br />Design Discharge = 1.85 cfs <br />Minimum pipe diameter: 1 - 10 inch pipe(s) required <br />Structure Detai/; <br />Structure #8 (Null <br />SIIPM-11 <br />Structure #10 (Culvert) <br />CUL ~ERTAS <br />Culvert Inputs: <br />Structure #6 (Null <br />SIIPM-12 UPPER <br />Structure #2 [Null) <br />SIIPM-17 UPPER <br />Structure #1 (Null) <br />SIIPM-21 <br />Structure #3 jNull) <br />SIIPM-17 LOWER <br />Structure #4 (Culvert1 <br />CUL BERT 45A <br />Culvert Inputs: <br />Filename: Pond 004 TR-42 Emergency Spillway Only 09_07.sc4 <br />TR-42 7-6c.1 B-11 <br />Printed OB-24-2007 <br />Revised 09/07 <br />