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Title of run: Ditch 4 <br /> Solving for . . . . . . . . . . . . . . . . = Depth Normal <br /> Triangle <br /> Flow depth (ft) . . . . . . . . . . . . = 0 . 43 <br /> First Side slope . . . . . . . . . . . = 2 . 0 <br /> Second Side slope. . . . . . . . . . = 2 . 0 <br /> Slope of diversion . . . . . . . . . = 0 . 0760 <br /> Manning"s n. . . . . . . . . . . . . . . . = 0 . 025 <br /> CFS . . . . . . . . . . . . . . . . . . . . . . . . = 2 . 08 <br /> Cross section area (sgft) . . = 0 . 38 <br /> Hydrualic radius . . . . . . . . . . . = 0 . 19 <br /> fps . . . . . . . . . . . . . . . . . . . . . . . . = 5 . 51 <br /> Froude number . . . . . . . . . . . . . . = 2 . 20 <br /> Title of run : Ditches 5 , 6 , 7 <br /> Solving for . . . . . . . . . . . . . . . . = Depth Normal <br /> Triangle <br /> Flow depth (ft) . . . . . . . . . . . . = 0 . 52 <br /> First Side slope. . . . . . . . . . . = 2 . 0 <br /> Second Side slope. . . . . . . . . . = 2 . 0 <br /> Slope of diversion . . . . . . . . . = 0 . 0600 <br /> Manning"s n . . . . . . . . . . . . . . . . = 0 . 025 <br /> CFS. . . . . . . . . . . . . . . . . . . . . . . . = 3. 03 <br /> Cross section area (sqft) . . = 0 . 55 <br /> Hydrualic radius . . . . . . . . . . . = 0 . 23 <br /> fps . . . . . . . . . . . . . . . = 5 . 54 <br /> Froude number . . . . . . . . . . . . . . = 2 . 02 <br /> 32- <br /> 8 a6 <br />