Hydraulic jump is a phenomenon, which falls in the category of rapidly varied flows (RVFs). If it is not controlled in nature and hydraulic structures, it will act as a destructive factor. Therefore, stilling basins are designed and executed in hydraulic structures to control and reduce its damaging effects. Different methods such as creation of baffle blocks and chute blocks on channel bed are used to improve efficiency and to reduce the costs for physical structure. This research investigated the adverse bed slope with and the submerged vanes with the angles of attack (?) the angle of attack of submerged vanes in degrees) and variou arrangements( ). Hundred and thirty-five tests were carried out to examine the effect of changing mentioned variables of hydraulic jum characteristics. The effect of variables was evaluated on the parameters such as sequent depth ratio, relative length, energy loss, coefficient of bed shear force, velocity profiles, and in hydraulic jump individually and together. Results showed that the employment of submerged vanes and adverse bed slope reduced the mentioned parameters. In this research, the effects of the different submerged vanes and adverse bed slope on reducing sequent depth ratio, jump length, and roller length compare to the ) and the angle of attack of 60°. Consequently, the use of submerged vanes and adverse bed among the existing alternatives could be an appropriate option for economization of the stilling basin
