Hydrological jump characteristics in a rectangular open channel flume with sluice gates at both ends are the focus of this article. Among the many aspects of hydraulic jump that have been examined analytically and experimentally are: (i) Sequent depth relation unmapped: inline-formula unmapped: math unmapped: mo (unmapped: mstyle unmapped: mfrac unmapped: mrow unmapped: msub unmapped: mrow unmapped: mi yunmapped: mrow unmapped: mn 2unmapped: mrow unmapped: msub unmapped: mrow unmapped: mi yunmapped: mrow unmapped: mn 1unmapped: mo ), (ii) Length of the jump, (iii) Relative loss of energy unmapped: inline-formula unmapped: math unmapped: mo (unmapped: mstyle unmapped: mfrac unmapped: mrow unmapped: msub unmapped: mrow unmapped: mi Eunmapped: mrow unmapped: mi Lunmapped: mrow unmapped: msub unmapped: mrow unmapped: mi Eunmapped: mrow unmapped: mn 1unmapped: mo ), (iv) Water profile of the jump. There was a total of 15 inflow tests conducted. With values between 1.5 and 1.7, Froude’s number displays considerable variation. The results show that when the slope increases, the sequent depth ratio, leap length, and Relative energy loss all decrease. The fluctuation of the relative energy loss unmapped: inline-formula unmapped: math unmapped: mo (unmapped: mstyle unmapped: mfrac unmapped: mrow unmapped: msub unmapped: mrow unmapped: mi Eunmapped: mrow unmapped: mi Lunmapped: mrow unmapped: msub unmapped: mrow unmapped: mi Eunmapped: mrow unmapped: mn 1unmapped: mo ) with Pre-jump Froude’s number (F₁) for different slopes is also indicated by the graph. The graph also depicts the water profile of the leap. Continuous flow is shown by the relatively uniform discharge at each location.