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APPENDIX 2.05.3-5A (Continued) <br />• Culvert No. 4 <br />CMP Diameter = 1.5 feet <br />n = .024 S = .05 <br />Q = .03 Yo = depth of flow <br />Qn = (.03)(.024) <br />Yo~.~ So2 Yo~(.05 <br />Yoh _ .Ol <br />Yo = .20 <br />Yo = ,13 <br />D <br />R = .0813 <br />D <br />R = .12 <br />• V = 1n44 (R ~ 1(S ~) <br />V = 1~ (.12) ~ (.OS). ~ <br />Y =(62.08)(.25)(.221 <br />V = 3.41 fps <br />Q = discharge (cubic feet per second) <br />D = diameter of pipe (feet) <br />So =slope (ft/ft) <br />Yo =depth of water in feet <br />n = Manning coefficient <br />R = hydraulic radius (feet) <br />V = velocity (feet per second - fps) <br />l J <br />- 226 - (Rev. 5/86) <br />