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Cavitation Study in Bottom Outlet Gate Slots by Pressure Fluctuation


Affiliations
1 Water Engineering Department, Science and Research Branch, Islamic Azad University, Tehran, Iran, Islamic Republic of
2 Mathematics Department, Shahr- e - Ghoods Branch, Islamic Azad University, Tehran, Iran, Islamic Republic of
 

Around the high head gates as the velocity is too high, every non uniform object such as a slot makes the flow too disturbed. Vertical-lift gate required recessed slots in abutments for the movement of the gate slides. The flow of water across the slots causes flow separation at the upstream lip of the slot and reattachment on the downstream side. Eddies are set up within the slots and vortices are formed. Thus, under higher velocity flow conditions (due to high head), cavitations can occur within gate slots by fluctuations. In addition of cavitations the pressure fluctuation can make impacts on the structure too. This hydraulic phenomenon can be occurred with serious damages. In this research, experimental data is used based on measuring pressure fluctuation by pressure transducer under an experimental model which has built and taken place in Michelle Hydraulics Laboratory at civil engineering department of the University of Melbourne. Pressure fluctuations were measured under two group of seven piezometers along the two gate slots for gate positions of 10%-10%, 30%-10%, 50%-10%, 70%-10%, 30%-30%, 50%-30%, 70%-30%, 50%- 50%, 70%-50%, 70%-70%, head condition behind the gates were constant for all tests. The results were analyzed and presented as Cavitations Index in two slots. The cavitation indexes were calculated in based 0.1% probability levels of fluctuation pressures. Other probability levels contained 1%, 5% as higher pressures and 95, 99 and 99.9% as higher pressures, were studied in this paper.

Keywords

Cavitation, Bottom Outlet Gate, Pressure Fluctuations, Slot
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  • Akbari ME, Mittal MK and Pande PK (1982) Pressure fluctuation on the floor of free forced hydraulic jump. Proc. Int. Conf. On the Hydraulic Modeling of Civil Eng. Struc., BHRA Fluid Engrg., Coventry, England, Paper C1, 87-96.
  • Amir Khosrojerdi (2012) Hydraulic studies of pressure distribution around vertical lift gates. Indian J.Sci.Technol. 5(3). (This issue)
  • Blazjewski R (1981) Cavitation induced by turbulence in stilling basin. Narayanan R. J. Hydraulic. Div. 107, 234-245.
  • Fiorotto V and Rinaldo A (1993) Turbulent pressure fluctuation under hydraulic jump, J. Hydraulic Res. 30(4), 499-520.
  • Kavianpour MR (1997) The reattaching flow downstream of deflector including the effect of air inject. A Thesis submitted to university of Manchester Institute of Science and Technology for the degree of Ph.D.
  • Kavianpour MR (2000) Effect of air on the structure of flow downstream of ramp. Proc. 4th. International Conference on Hydroscience Engineering, Seoul, Korea.
  • Lopardo RA (1988) Stilling Basin Pressure fluctuation. Int. Sym.on Model Prototype Correlation of Hydrraulic Structure ASCE, 56-73.
  • Lopardo RA, Delio JC and Vernet GF (1982) Physical modeling on cavitation tendency for macroturbulence of hydraulic jump. Proc., Int. Conf. on Hydraulic Modelling of Civil Eng. Struc., BHRA Fluid Engrs., Coventry ,England, Paper C3, 109-121.
  • Narayanan R (1980) Cavitations included by turbulence in stilling basin, J. Hydraulic Div. 106, 616- 619.
  • Toso and Bowers (1988) Extreme pressure in hydraulic jump stilling Basin. J. Hydraulic Eng. 114 (8), 829–843
  • Visher DL and Hager WH (1965) Energy dissipaters. Hydraulic structure design manual, IAHR, AA Balkema. Roterdam, Chap. 2 (pp:9-23), Chap. 7 (pp:111-115).

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  • Cavitation Study in Bottom Outlet Gate Slots by Pressure Fluctuation

Abstract Views: 539  |  PDF Views: 107

Authors

Amir Khosrojerdi
Water Engineering Department, Science and Research Branch, Islamic Azad University, Tehran, Iran, Islamic Republic of
Elham Afkari Ahmad-Abad
Mathematics Department, Shahr- e - Ghoods Branch, Islamic Azad University, Tehran, Iran, Islamic Republic of

Abstract


Around the high head gates as the velocity is too high, every non uniform object such as a slot makes the flow too disturbed. Vertical-lift gate required recessed slots in abutments for the movement of the gate slides. The flow of water across the slots causes flow separation at the upstream lip of the slot and reattachment on the downstream side. Eddies are set up within the slots and vortices are formed. Thus, under higher velocity flow conditions (due to high head), cavitations can occur within gate slots by fluctuations. In addition of cavitations the pressure fluctuation can make impacts on the structure too. This hydraulic phenomenon can be occurred with serious damages. In this research, experimental data is used based on measuring pressure fluctuation by pressure transducer under an experimental model which has built and taken place in Michelle Hydraulics Laboratory at civil engineering department of the University of Melbourne. Pressure fluctuations were measured under two group of seven piezometers along the two gate slots for gate positions of 10%-10%, 30%-10%, 50%-10%, 70%-10%, 30%-30%, 50%-30%, 70%-30%, 50%- 50%, 70%-50%, 70%-70%, head condition behind the gates were constant for all tests. The results were analyzed and presented as Cavitations Index in two slots. The cavitation indexes were calculated in based 0.1% probability levels of fluctuation pressures. Other probability levels contained 1%, 5% as higher pressures and 95, 99 and 99.9% as higher pressures, were studied in this paper.

Keywords


Cavitation, Bottom Outlet Gate, Pressure Fluctuations, Slot

References





DOI: https://doi.org/10.17485/ijst%2F2012%2Fv5i3%2F30375