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Manning Equation <br />C/9g/ o3s' <br />fK-F - <br />f~~ :T!< I <br />T F./e <br />3/06 submittal <br /> Channel Water <br /> Channel Channel Wetted <br /> <br />depth, d <br />width, W <br />perimeter, x-xect. Hydraulic Manning's n, surtace Veloci <br />~ <br /> Area, A radius, R from table slope, S <br /> Ift1 (ft) Wp (sfl (~ftl <br />UDD 1 0.4 3.5 4.30 1.52 0.35 0.030 0.025 3.92 <br />UDD 2 0.26 3.5 4.02 0.9 0.22 0.057 0.27 5.01 <br />UDD 3 0.46 3.5 4.42 1.79 0.40 0.046 0.11 5.88 <br />UDD 4 0.82 4 5.64 3.81 0.68 0.039 0.05 6.58 <br /> <br />