Experimental Simulation of Hydraulic Jump for the Study of Sequent Depth Using an Obstruction

Hydrological jump characteristics in a rectangular open channel flume with sluice gates at both ends are the focus of this article. Among many aspects hydraulic that have been examined analytically and experimentally are: (i) Sequent depth relation (y2y1), (ii) Length jump, (iii) Relative loss energy (ELE1), (iv) Water profile jump. There was total 15 inflow tests conducted. With values between 1.5 1.7, Froude’s number displays considerable variation. The results show when slope increases, sequent ratio, leap length, all decrease. fluctuation relative (ELE1) Pre-jump (F1) for different slopes is also indicated by graph. graph depicts water leap. Continuous flow shown relatively uniform discharge each location.