Experimental Study of Hydraulic Jump in Adverse Stilling Basin at Smooth Bed

https://doi.org/10.24237/djes.2018.11302

Authors

  • Ali Sadik Abbas Department of Building and Construction Engineering, University of Technology, Iraq
  • Haider Alwash Department of Building and Construction Engineering, University of Technology, Iraq
  • Ali Abdul Jabbar Mahmood Rafidain General Company for Dams Construction, Ministry of water Resources, Iraq

Keywords:

hydraulic jump, stilling basin, sequent depth ratio, length of jump ratio, energy dissipation ratio

Abstract

The effect of changing in the bed slope of stilling basins produces changing in characteristics of the hydraulic jump such as sequent depth ratio, length of jump ratio, length of the roller and energy dissipation ratio, consequently the dimensions of stilling basin changed. In this study hydraulic jump investigated on smooth bed (without any appurtenances) for three adverse slopes (- 0.03, - 0.045, - 0.06) in addition to horizontal bed slope, the experiments were applied for the range of Froude number (Fr1) between 3.99 and 7.48. The results showed a reduction about10 % in sequent depth ratio, 22.1 % in length of jump ratio, 20.51 % in length of roller ratio and 13.87% in the energy dissipation ratio when the adverse slope (- 0.06) used instead of horizontal bed for the same Froude numbers. Empirical equations for the sequent depth ratio, length of roller ratio and the energy dissipation ratio were obtained from the experimental data

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References

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Published

2018-09-01

How to Cite

[1]
A. Sadik Abbas, Haider Alwash, and Ali Abdul Jabbar Mahmood, “Experimental Study of Hydraulic Jump in Adverse Stilling Basin at Smooth Bed”, DJES, vol. 11, no. 3, pp. 7–13, Sep. 2018.