Experimental study of the effect of horizontal screen diameter on hydraulic parameters of vertical drop

Author:

Daneshfaraz Rasoul1,Ghaderi Amir2,Di Francesco Silvia3,Khajei Navid1

Affiliation:

1. Department of Civil Engineering, Faculty of Engineering, University of Maragheh, Maragheh, East Azerbaijan, Iran

2. Department of Civil Engineering, Faculty of Engineering, University of Zanjan, Zanjan, Iran and Department of Civil Engineering, University of Calabria, Rende, 87036 Arcavacata, Italy

3. Engineering Faculty, Niccolò Cusano University, Rome 00166, Italy

Abstract

Abstract The horizontal screen is one of the energy dissipater structures used on the brink of vertical drop. These structures increase the energy dissipation and the turbulence in the flow by causing air entrainment. In the present study, the effect of the diameter of the screen with constant porosity at three different diameters on the hydraulic parameters of the vertical drop was investigated. The experiments were performed in the relative critical depth range of 0.13 to 0.39. The results showed that by increasing the relative diameter of the horizontal screen, the relative wetting length and turbulence length increased, the residual energy remained constant and the pool depth decreased. Compared to the stilling basin, the horizontal screen significantly reduces turbulence length and residual energy. The results also showed that the application of horizontal screens at the brink of the drop, with and without a downstream rough bed, could be a suitable alternative for a stilling basin.

Publisher

IWA Publishing

Subject

Water Science and Technology

Reference36 articles.

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3. Aslankara V. 2007 Experimental Investigation of Tailwater Effect on the Energy Dissipation Through Screens . MSc thesis, Middle East Technical Univ. Ankara, Turkey.

4. GP approach for critical submergence of intakes in open channel flows;Journal of Hydroinformatics,2012

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