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<br />Design of Subcritical Flow Transitions . <br /> <br />IV-6 <br /> <br />B. culverts in Inlet Control <br /> <br />IV-IS <br /> <br />Supercritical Flow Contraction <br /> <br />. <br /> <br />IV-IS <br /> <br />Supercritical Flow Expansion . <br /> <br />IV-25 <br /> <br />V. Estimating Erosion of Culvert Outlets. . . . .. V-I <br /> <br />VI. Hydraulic Jump . . . . . . . . . . . . VI-I <br /> A. Nature of the Hydraulic Jump . . . . . . VI-I <br /> B. Hydraulic Jump Expressions . . . . . . . . VI-4 <br /> Horizontal Channels . . . . . VI-4 <br /> Sloping Channels . . . . . VI-12 <br /> C. Jump Efficiency . . VI-16 <br /> <br />VII. Forced Hydraulic Jump and Increased Resistance <br /> <br />A. Colorado State University (CSU) Rigid <br /> Boundary Basin . . . . . . . . . . . . . . . VII-A-I <br />B. Tumbling Flow in Culverts . VII-B-I <br />C. Increased Culvert Resistance . . . . . VII-C-I <br />D. U.S. Bureau of Reclamation (USBR) Type II VII-D-I <br />E. USBR Type III . . . . VII-E-I <br />F. USBR Type IV . . . . . . . . VII-F-I <br />G. St. Anthony Falls (SAF) Basin . . . . VII-G-I <br /> <br />VIII. Impact Basins <br /> <br />A. Contra Costa <br /> <br />. <br /> <br />. . . <br /> <br />. . <br /> <br />VIII-A-I <br /> <br />B. <br /> <br />Hook <br /> <br />. . . <br /> <br />. <br /> <br />. <br /> <br />. . . . <br /> <br />VIII-B-I <br /> <br />C. USBR Type VI <br /> <br />. . <br /> <br />. <br /> <br />. <br /> <br />. . . . <br /> <br />. <br /> <br />VIII-C-I <br /> <br />Hi <br />