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APPENDIX 2.05.3-5A (Continued) <br />• Runout No. 2 <br />Q100 = .15 cfs Slopes 2:1 n = .035 Slope .02% <br />b = bottom width = 5 feet V = velocity (feet per second) <br />K~ = Qn = (.15)(.035) <br />~f ~~ <br />b~ b~ ~ <br />K' _ (.15)(.035) <br />(5)3(.0-2~ <br />K' = 00525 = .0005 <br />3. .1 <br />K' = b = .O1 <br />K' _ ~ _ .O1 D = .05 <br />• <br />Velocity = .712 fps <br />A = (b + zy)v <br />A = (5 +(2).01) .O1 <br />_ (5.01)(.01) <br />A = .50 <br />Q = .15 (cfs) <br />V = ~ = 0.3 fps <br />A = cross-section area (feet) <br />Q = discharge (cubic feet per second) <br />V = velocity (feet per second) <br />b = bottom width (feet) <br />y = depth (feet) <br />z = slope (horizontal component) <br /> <br />- 231 - (Rev. 5/86) <br />