This document discusses controlling the location of hydraulic jumps in rectangular channels. It presents research on improving energy dissipator designs for dams and spillways. The study aims to produce a clear hydraulic jump at varying discharges. It outlines factors affecting jumps and presents mathematical models and physical experiments. The experiments show clear jumps forming for different discharges. Comparisons of experimental and simulation results show good correlation. The proposed stepped weir design is found to reliably locate the jump for all operating conditions. Unique advantages of the design include reducing chances of jump sweep out and not requiring additional appurtenances.