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APPENDIX 2.05.3-SA (Continued) <br />• Culvert No. 7 <br />CMP Diameter = 1.5 feet <br />n = .024 <br />S = .03 foot/foot <br />Q10 3.28 cfs <br />Flow Depth = 0.61 feet <br />Froude Number = 1.5 <br />Velocity = 4.9 fps <br />Q10 = peak discharge cubic feet per second (cfs) <br />n = Mannings roughness coefficient <br />S = slope <br />V = velocity (feet per second - fps) <br />Culvert No. 8 <br />CMP Diameter = 1.5 feet <br />n = .024 <br />5 = .03 foot/foot <br />• Q10 •53 cfs <br />Flow Depth = .24 feet <br />Froude Number = 1.3 <br />Velocity = 2.9 fps <br />Q10 = peak discharge cubic feet per second (cfs) <br />n = Mannings roughness coefficient <br />S = slope <br />V = velocity (feet per second - fps) <br />u <br />- 226a - (Rev. 5/86) <br />