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<br />'2-~:rrU <br /> <br /> <br />Hydraulic Design of Energy Dissipators <br />for Culverts and Channels <br /> <br />'t-\ <br /> <br />" <br /> <br />Hydraulic Engineering Circular No, 14 <br /> <br />December 1975 <br /> <br />:'.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.;.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.;.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:. <br />...................................................................................... <br />...................................................................................... <br />...................................................................................... <br /> <br />Prepared by the Hydraulics Branch, Bridge Division, Office of Engineering, in <br />collaboration with the Demonstration Projects Division, Region '5, <br />Federal Highway Administration, Washington, D.C. 20590 <br /> <br />CHAPTER <br /> <br />CONTENTS PAGE <br />Design Concept 1-1 <br />Erosion Hazards II-A-l <br />Culvert Outlet Velocity 111-1 <br />Flow Transitions IV-' <br />Outlet Scour Computation V-l <br />Hydraulic Jump VI-l <br />Forced Hydraulic Jump Basins VII-A.l <br />I mpact Basins VIII.A.1 <br />Drop Structures IX-l <br />Stilling Wells X-A-' <br />Riprap Basins XI-' <br />Design Selection XII-' <br /> <br />II <br /> <br />III <br /> <br />IV <br /> <br />V <br /> <br />VI <br /> <br />VII <br /> <br />VIII <br /> <br />c <br />, <br /> <br />IX <br /> <br />X <br /> <br />XI <br /> <br />XII <br /> <br />;:::::::::;:;:::::::::::::::;:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: <br /> <br />Reprinted December 1978 <br />U. S. DEPARTMENT OF TRANSPORTATION <br />FEDERAL HIGHWAY ADMINISTRATION <br /> <br />4350.200 <br />