Flowers Solar, LLC - Flowers_Permanent Diversion

CHANNEL NAMERUNOFF COEFFICIENT, C10-YEAR RAINFALL INTENSITY, I (in/hr)DRAINAGE AREA, A (acres)Q (cfs)TOTAL RUNOFF, Q (cfs)LENGTH (ft) CHANNEL SECTIONBOTTOM WIDTH (ft)LEFT SIDE SLOPE, Z:1 (ft)RIGHT SIDE SLOPE, Z:1 (ft)CHANNEL DEPTH (ft)CHANNEL SLOPE (ft/ft)NORMAL DEPTH (ft)FREEBOARD (ft)SHEAR STRESS (lb/ft2)VELOCITY (fps)n VALUE LINERDiversion Ditch PD-1 0.25 7.02 3.28 5.8 5.8 423 TRIANGULAR - 3.00 3.00 2.00 0.017 0.75 1.25 0.77 3.44 0.032 North American Green P300Diversion Ditch PD-2 0.25 7.02 2.24 3.9 3.9 363 TRIANGULAR - 3.00 3.00 1.50 0.026 0.62 0.88 1.01 3.38 0.033 North American Green P300Diversion Ditch PD-3 0.25 7.02 1.91 3.4 3.4 572 TRIANGULAR - 3.00 3.00 1.50 0.015 0.66 0.84 0.60 2.60 0.033 North American Green P300Diversion Ditch PD-4 0.25 7.02 0.61 1.1 1.1 250 TRIANGULAR - 3.00 3.00 1.50 0.020 0.42 1.08 0.52 2.08 0.035 North American Green P300FLOWERS DIVERSION DITCH DESIGN AND LINING