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<br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br /> <br />Granbv Floodplain Desianation <br />Hydraulics Summary <br />Output from Flowmaster <br /> <br /> 100-yr Peak <br />Cross- Design Discharge Depth Top Width Velocity <br />Section Point (cfs) (feet) (feet) (ft/s) <br />A1 (1) 53 0.39 60 2.44 <br />A2 Aa 67 0.48 39 3.85 <br />A3 (1) 33 1.02 26 4.47 <br />A4 Ab 0 0.56 39 3.59 <br />A5 Ac 0 0.51 142 1.66 <br />81 Ba 69 0.55 58 3.57 <br />82 (1) 34 0.54 42 5.44 <br />B3 Bb 0 0.56 42 4.55 <br />B4 Bc 50 0.47 39 3.48 <br />B5 (1) 0 1.47 25 5.8 <br />B6 Bf 0 0.60 330 2.07 <br />B7 (1) 0 1.39 177 2.37 <br />B8 Bg 0 0.57 316 1.78 <br /> <br />Notes: <br />(1) <br /> <br />Cross-section not located at a design point. The following <br />methodology was used to estimate flow at cross-section <br />A 1: Approximately 80% of Aa <br />A3: Average of Aa and Ab <br />B2: Average of Ba and Bb <br />B5: Approximately 95% of Bd <br />B7: Average of Bf and Bg <br /> <br />8/20102 <br />hydraulics.xls <br /> <br />... <br />