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The curved wall jet over a circular cylinder before the interaction of two opposing curved wall jets

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Abstract

A curved wall jet before the interaction of two identical curved wall jets over a circular cylinder was investigated experimentally. Using hot-wire anemometry, the mean velocity, Reynolds stresses, and high order moments of the fluctuating velocity were measured. The turbulent kinetic energy and shear stress budgets were evaluated using the measured data. The correlation coefficient,\({{\overline {uv} } \mathord{\left/ {\vphantom {{\overline {uv} } {u'v'}}} \right. \kern-\nulldelimiterspace} {u'v'}}\), the normal stress ratio,\({{\overline {v^2 } } \mathord{\left/ {\vphantom {{\overline {v^2 } } {\overline {u^2 } }}} \right. \kern-\nulldelimiterspace} {\overline {u^2 } }}\), and the principal direction of the Reynolds stress are presented. The effects of curvature and adverse pressure gradient on these diistributions are also discurssed. The turbulent kinetic energy and shear stress budgets in two regions before the interaction are analyzed in detail to illuminate the effect of the adverse pressure gradient on the turbulent transport.

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Abbreviations

h :

Slot height of the wall jet, 10 mm

k :

Turbulent kinetic energy

p :

Fluctuating pressure

P, Pa :

Static and atmospheric pressure, respectively

Γ:

Radial distance from the cylinder surface

r 1/2 :

Radial distance from the cylinder, whereU=Um/2

R :

Radius of curvature of the cylinder, 100mm

s :

Distance along the cylinder surface from exit

U :

Streamwise mean velocity

Um :

Maximum velocity of the curved wall jet

Uo :

Exit mean velocity

\({u_i u_j }\) :

Reynolds stress

\(\overline {u_i u_j u_k } \) :

Triple moment

α p :

Principal direction of the Reynolds tensor

ε:

Turbulent kinetic energy dissipation rate

V :

Radial mean velocity

ρ:

Fluid density

,:

Rms, value

—:

Time average

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Rew, H.S., Park, S.O. The curved wall jet over a circular cylinder before the interaction of two opposing curved wall jets. KSME Journal 10, 86–93 (1996). https://doi.org/10.1007/BF02953947

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