Experimental Study on the Hydraulic Jump in Rectangular Sloping Channel
摘要
Hydraulic jumps are made in open channels to counteract energy dissipation in turbulent flows, which can cause scouring and erosion downstream. This study examines how obstacle height and slope affect the frequency of these jumps. A hydraulic experiment was carried out to compare hydraulic jumps and investigate hydraulic properties, such as variations in water levels, velocities, and energy. In order to manage water resources sustainably, it is essential to comprehend and maximize energy dissipation since it guards against detrimental effects on ecosystem health and channel stability.