Laserfiche WebLink
SEDCAD 4.0 <br />(:nn.minhf 1QQA-9n1n P-io 1 Crh-.h <br />Culvert Inputs: <br />New Horizon Mine - Culvert C180 <br />Max. Entrance <br />Length (ft) Slope (%) Manning's n Headwater Tailwater (ft) Loss Coef. <br />(ft) (Ke) <br />60.00 4.00 0.0140 1.85 0.00 0.90 <br />Culvert Results: <br />Minimum pipe diameter: 1 - 8 inch pipe(s) required <br />Detailed Performance Curves <br />Design Discharge = 2.00 cfs <br />Maximum Headwater = 1.85 ft <br />(BOLD indicates design pipe size) <br />Headwater <br />(ft) <br />Discharge <br />(cfs) <br />( 6 in) <br />Discharge <br />(cfs) <br />( 8 in) <br />Discharge <br />(cfs) <br />( 10 in) <br />0.19 <br />0.09 <br />0.11 <br />0.14 <br />0.37 <br />0.24 <br />0.31 <br />0.39 <br />0.56 <br />0.43 <br />0.58 <br />0.74 <br />0.74 <br />0.58 <br />0.88 <br />1.12 <br />0.93 <br />0.69 <br />1.14 <br />1.54 <br />1.11 <br />0.81 <br />1.36 <br />1.93 <br />1.30 <br />0.93 <br />1.56 <br />2.25 <br />1.48 <br />1.01 <br />1.72 <br />2.54 <br />1.66 <br />1.04 <br />1.88 <br />2.79 <br />1.85 <br />1.07 <br />2.03 <br />3.03 <br />2.03 <br />1.09 <br />2.13 <br />3.24 <br />2.22 <br />1.12 <br />2.24 <br />3.45 <br />2.40 <br />1.15 <br />2.35 <br />3.64 <br />2.59 <br />1.18 <br />2.46 <br />3.82 <br />2.77 <br />1.21 <br />2.53 <br />4.00 <br />1 <br />SEDCAD Utility Run Printed 06-08-2016 <br />Attachment 2.05.3(3)-1 Page 80 June 2016 (TR -73) <br />