Abstract
This paper presents an experimental investigation of the flow past a hemisphere-cylinder (a sphere whose lower half is replaced by a circular cylinder). The experiment was carried out in an N.P.L. blow-down type wind tunnel having a working section of 400 × 400 × 2000 mm in size at the Reynolds number 4.74 × 104.
The drag and lift coefficients were determined by integration of the surface pressure. By fitting a skirt to the lower half of a sphere placed on a ground plane, the drag coefficient was reduced by 7.5%. The velocity and pressure distributions and turbulence intensities in the turbulent shear flow behind a hemisphere-cylinder were measured. Since a hemisphere-cylinder is seen to be a hybrid of a sphere and a circular cylinder of aspect ratio one, the results for a hemisphere-cylinder were compared with those for a sphere and a circular cylinder of aspect ratio one.
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Abbreviations
- b :
-
Position of peak velocity defect [mm]
- C D :
-
Drag coefficient
- C L :
-
Lift coefficient
- C p :
-
Pressure coefficient \((P - {{P}_{\infty }})/(\rho U_{\infty }^{2}/2)\)
- D :
-
Diameter of cylinder [mm]
- H :
-
Height of cylinder [mm]
- n :
-
Frequency of vortex shedding [Hz]
- p :
-
Static pressure [Pa]
- P∞:
-
Free-stream pressure [Pa]
- P 0 :
-
Stagnation pressure [Pa]
- r :
-
Radial distance from center axis of cylinder [mm]
- Re:
-
Reynolds number = U∞D/υ
- St:
-
Strouhal number = nD/U∞
- U :
-
Time-mean velocity in X-direction [m/s]
- U ∞ :
-
Free-stream velocity [m/s]
- u′, v′ w′:
-
Velocity fluctuation in X, Y, Z direction [m/s]
- X, Y, Z :
-
Coordinate axes [mm]
- α:
-
Latitude angle [deg.]
- δ:
-
Thickness of shear layer [mm]
- θ:
-
Longitude angle [deg.]
- υ:
-
Kinematic viscosity of air [m2/s]
- ρ:
-
Density of air [kg/m3 ]
References
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© 1982 Springer-Verlag Berlin Heidelberg
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Okamoto, S. (1982). Turbulent Shear Flow Behind Hemisphere-Cylinder Placed on Ground Plane. In: Bradbury, L.J.S., Durst, F., Launder, B.E., Schmidt, F.W., Whitelaw, J.H. (eds) Turbulent Shear Flows 3. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-95410-8_17
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DOI: https://doi.org/10.1007/978-3-642-95410-8_17
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