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Discharge Width ZLeft ZRight Slope n <br />--(cfs)=====(ft)____________________~%)__________ <br />77.45 12.0 2.0:1 2.0:1 14.0 0.055 <br />Top Hydraulic Froude <br />Depth Velocity Width Radius Number <br />(ft) (fps) (ft) <br />--0.75-----~-67 15 ~-------0.658----- 1 65 <br />w/ Freeboard: 1.05 16.2 <br />----DMax---- ----D50---- ----D10---- <br />(ft) (in) (ft) (in) (ft) (in) <br />------------------------------------------ <br />------------------------------------------ <br />0.63 7.50 0.50 6.00 0.17 2.00 <br />Runoff Peak <br />Volume Discharge <br />(ac-ft) (cfs) <br />IN/OUT--==22.99------77 45--- <br />*:r~+*,rt~******+****t+***+*+*+,r*,t**+**t*~*,r*~t**~**:t~+****+~*,t~*,r*****,t+***++*** <br />J2, B2, S1 <br />GULCH B OR WPIT FILL <br />. Drainage Area from J2, B2, S1, SWS(s)1: 324.3 acres <br />Total Contributing Drainage Area: 324.3 acres <br />MATERIAL: Rock Riprap <br />Trapezoidal Riprap Channel <br />Steep Slope Design - PARER Method <br />Design Bottom Manning's <br />Discharge Width ZLeft ZRight Slope n <br />(cfs) (ft) (%) <br />50.82 12.0 2.0:1 2.0:1 5.0 0.041 <br /> Top Hydraulic Froude <br />Depth Velocity Width Radius Number <br />(ft) (fps) (ft) <br />------- <br />0.67 ---------- <br />5.73 ------------ <br />14.7 ---------- <br />0.592 -------- <br />1.30 <br />w/ Freeboard: 0.97 15.9 <br />----DMax---- ----D50---- ----D10---- <br />(ft) (in) (ft) (in) (ft) (in) <br />----- <br />0.31 ---------- <br />3.75 ------------ <br />0.25 3.00 ---------- <br />0.08 ----- <br />1.00 <br />Runoff Peak <br />Volume Discharge <br />(ac-ft) (cfs) <br />----------------------------- <br />IN/OUT 9.52 50.82 <br />