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<br />Fi gure 110. <br /> <br />5.11 <br /> <br />5.12 <br /> <br />6.01 <br /> <br />6.02 <br /> <br />6.03 <br />b.04 <br /> <br />b.OS <br /> <br />b.06 <br /> <br />b.07 <br /> <br />6.08 <br /> <br />b.09 <br />6.10 <br /> <br />6.11 <br /> <br />6.12 <br /> <br />COIHEflTS <br /> <br />Assumed and computed water surface elevation versus <br />trial number <br /> <br />Graphic technique for converging trial to computed <br />water surface elevation <br /> <br />Plan view of the Red Fox River, Colorado <br />Cross sections of Red Fox River, Colorado <br /> <br />Rating curve for cross section no. 1 <br /> <br />Area and hydraulic radius curves for cross section <br />no. 1 <br /> <br />Area and hydraulic radius curves for cross section <br />no. 2 <br /> <br />Area and hydraulic radius curves for crbss section <br />no. 3 <br /> <br />Area and hydraulic radius curves for cross section <br />no. 4 <br /> <br />Total energy curves for cross sections 3 and 4 <br /> <br />Bed, water surface, and energy line profiles <br /> <br />Example problem for subcritical island type flow <br />compu ta t ions <br /> <br />Graphical interpolation for divided flow past an <br />island <br /> <br />Energy-discharge curve for bridges <br /> <br />v <br /> <br />Page <br /> <br />5.32 <br /> <br />5.34 <br />6.08 <br />6.09 <br />6.11 <br /> <br />6.12 <br /> <br />6.13 <br /> <br />6.14 <br /> <br />6,15 <br />6.22 <br />6.23 <br /> <br />6.26 <br /> <br />6.27 <br />6.31 <br />