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SEDCAD 4.0 <br />Culvert C -25 <br />Culvert Inputs: <br />Max. Entrance <br />Length (ft) Slope ( %) Manning's n Headwater Tailwater (ft) Loss Coef. <br />(ft) (Ke) <br />27.00 2.00 0.0240 1.00 0.00 0.90 <br />Culvert Results: <br />Minimum pipe diameter: 1 - 6 inch pipe(s) required <br />Detailed Performance Curves <br />Design Discharge = 0.50 cfs <br />Maximum Headwater = 1.00 ft <br />(BOLD indicates design pipe size) <br />Contributing Flow: <br />Mine Water Discharge = 0.50 cfs <br />SEDCAD Utility Run <br />TR -91 <br />1 <br />Printed 09 -15 -2014 <br />Exh. 8 -32xxi 09/14 <br />Discharge <br />Discharge <br />Discharge <br />Headwater <br />(cfs) <br />(cfs) <br />(cfs) <br />(ft) <br />(4in) <br />(6in) <br />(bin) <br />0.10 <br />0.03 <br />0.17 <br />0.33 I <br />0.20 <br />0.07 <br />0.19 <br />0.36 <br />0.30 <br />0.10 <br />0.21 __.. <br />0.40 <br />............... <br />0.40 <br />- ....... <br />0.12 <br />- - - -- ._. <br />_ 0.26 <br />044 <br />_._. . .. <br />0.50 <br />0.13 <br />0.15 <br />0.33 <br />0.41 <br />0.47 <br />0.56 ; <br />0.60 <br />0.70 <br />0.17 <br />0.46 <br />0.73 <br />0.80 <br />0.18 <br />0.50 <br />0.90 <br />0.90 <br />0.20 <br />0.52 <br />0.95 <br />1.00 <br />0.21 <br />0.55 <br />1.01 <br />1.10 . _........__ <br />0.21 <br />... _ .......... ...... .__.._... <br />0.57 1.06 <br />- - - - -- -- <br />_ 1.20 <br />0.22 <br />........ <br />0.60 <br />_ -- - -- <br />1.11 <br />- - - -- <br />1.30 <br />0.23 <br />0.62 <br />1.17 <br />1.40 <br />0.23 <br />0.64 <br />1.22 <br />1.50 <br />0.24 <br />0.66 <br />1.27 <br />Contributing Flow: <br />Mine Water Discharge = 0.50 cfs <br />SEDCAD Utility Run <br />TR -91 <br />1 <br />Printed 09 -15 -2014 <br />Exh. 8 -32xxi 09/14 <br />