Open Access Open Access  Restricted Access Subscription Access
Open Access Open Access Open Access  Restricted Access Restricted Access Subscription Access

Evaluation of Variation of Instantaneous Velocity and Reynolds Stress Due to Spherical Obstruction in a Fluid Flow


Affiliations
1 Irrigation and Drainage Engineering Division, Central Institute of Agricultural Engineering, Bhopal (M.P.), India
     

   Subscribe/Renew Journal


When a flow passes through a protruding particle, all the turbulent parameters of the fluid subjected to change. So the effect of flow past a protruding particle of spherical shape over a gravel bed was investigated experimentally. All experiments were performed in a 12 m in length, 0.9 m in width and 0.71 m deep horizontal flume. The slope was maintained at 1 in 1400, and depth of water level was 15 cm with gravel size of 2.6 mm. Three balls of 2cm, 3cm and 4cm diameter was kept in the test section as the protruding particle. The time-averaged velocity components were measured by the Acoustic Doppler Velocimeter (ADV), Vectrino. The point of interest lies in at 3d upstream and 0.5d, 1.0d, 1.5d, 2.5d, 3.5d, 5.5d, 8.0d downstream from the edge of the ball at various depth, where d is the diameter of the ball. At each section velocity measurements were taken at various vertical intervals. The experimental results have shown that the turbulent flow parameters affect significantly due to protruding particle. The velocity and the Reynolds stress of flow at bottom is negative at immediate downstream of the ball which reduces gradually till 2.5d downstream and both are fully recovered after 8d downstream of the section.

Keywords

Turbulence, Flow Separation, Time Averaged Velocity, Reynolds Stress.
Subscription Login to verify subscription
User
Notifications
Font Size


  • Falco, R.E. (1977). Coherent motions in the outer region of turbulent boundary layers. J. Phys. Fluids, 20 : s124-s132.
  • Grass, A. J. (1971). Structural features of turbulent flow over smooth and rough boundaries. J. Fluid Mech., 50 : 233-255.
  • Kirkbride, A.D. (1993). "Observations of the influence of bed roughness on turbulence Structure in depth limited flows over gravel beds." Turbulence, perspectives on flow and sediment transport., 185-196.
  • Kline, S.J., Reynolds, W.C., Schraub, F. A. and Rundstadler, P.W. (1967). The structure of Turbulent boundary layer. J. Fluid Mech., 30 : 741-773.
  • Matthes, G.H. (1947). Macro-turbulence in natural stream flow. Trans. AGU, 28 : 255-265.
  • Monin, A.S. and Yaglom, A.M. (1971). Statistical Fluid Mechanics: Mechanics of Turbulence, vol. 1, MIT Press, Boston, Mass.
  • Roy, A.G., Belanger, T.B. and Lamarre, H. (2004). Size, shape and dynamics of large scale turbulent flow structures in gravel-bed River. J. Fluid Mech., 500 (5) : 1-27.
  • Schmid, M. (2001). Large Eddy Simulation of Turbulent Flow with Unstructured Grid and with Finite Volume Parallel Methods (in German), Ham burg, Germany.

Abstract Views: 254

PDF Views: 0




  • Evaluation of Variation of Instantaneous Velocity and Reynolds Stress Due to Spherical Obstruction in a Fluid Flow

Abstract Views: 254  |  PDF Views: 0

Authors

Ajit K. Nayak
Irrigation and Drainage Engineering Division, Central Institute of Agricultural Engineering, Bhopal (M.P.), India

Abstract


When a flow passes through a protruding particle, all the turbulent parameters of the fluid subjected to change. So the effect of flow past a protruding particle of spherical shape over a gravel bed was investigated experimentally. All experiments were performed in a 12 m in length, 0.9 m in width and 0.71 m deep horizontal flume. The slope was maintained at 1 in 1400, and depth of water level was 15 cm with gravel size of 2.6 mm. Three balls of 2cm, 3cm and 4cm diameter was kept in the test section as the protruding particle. The time-averaged velocity components were measured by the Acoustic Doppler Velocimeter (ADV), Vectrino. The point of interest lies in at 3d upstream and 0.5d, 1.0d, 1.5d, 2.5d, 3.5d, 5.5d, 8.0d downstream from the edge of the ball at various depth, where d is the diameter of the ball. At each section velocity measurements were taken at various vertical intervals. The experimental results have shown that the turbulent flow parameters affect significantly due to protruding particle. The velocity and the Reynolds stress of flow at bottom is negative at immediate downstream of the ball which reduces gradually till 2.5d downstream and both are fully recovered after 8d downstream of the section.

Keywords


Turbulence, Flow Separation, Time Averaged Velocity, Reynolds Stress.

References