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<br />~ Design of Subcritical Flow Transitions <br />B. Culverts in Inlet Control <br /> <br />IV-6 <br /> <br />IV-IS <br /> <br />Supercritical Flow Contraction <br /> <br />IV-IS <br /> <br />t <br /> <br />Supercritical Flow Expansion . <br /> <br />IV-25 <br /> <br />l;': <br /> <br />V. <br /> <br />Estimating Erosion of Culvert Outlets . . . . <br /> <br />V-I <br /> <br />~ <br />. <br /> <br />VI. Hydraulic Jump. . . . . . . . . <br /> <br />VI-I <br /> <br />A. Nature of the Hydraulic Jump <br /> <br />VI-I <br /> <br />B. Hydraulic Jump Expressions <br /> <br />VI-4 <br /> <br />Horizontal Channels <br /> <br />VI-4 <br /> <br />Sloping Channels <br /> <br />. <br /> <br />VI-12 <br /> <br />C. Jump Efficiency <br /> <br />VI-16 <br /> <br />~ <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-l <br />. F. USBR Type IV . VII-F-l <br /> G. St. Anthony Falls (SAF) Basin VII-G-I <br />, <br /> <br />VIII. Impact Basins <br /> <br />A. Contra Costa <br /> <br />VIII-A-I <br /> <br />B. Hook <br /> <br />VIII-B-I <br /> <br />~ <br /> <br />C. USBR Type VI <br /> <br />VIII-C-I <br /> <br />Hi <br />