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Turbulent Flow in Pipes
 η and ε = f(flow characteristics) => they vary point to point in the flow
Reynold’s expression for turbulent shear stress:
• Consider two fluid layers A & B at small distance apart
• Average velocities = and
• Assumption is >
• => Relative velocity of layer A w.r.t B = – = Vx
where Vx = fluctuating component of velocity in X-direction due to turbulence
Let Vy = fluctuating component of velocity in Y-direction
• If over a surface area A perpendicular to y-direction & separating two fluid layers the component Vy are
uniformly distributed => fluid mass transferred across that surface per sec = ρAVy
• Since fluid mass relative velocity is Vx => momentum transfer = ρAVxVy and tangential force development
on each layer
• => corresponding shear stress exerted on fluid layers = τ = Force/Area = (ρAVxVy)/A = ρAVx
• Since Vx & Vy vary hence τ will also vary => time average value is taken
• is known as Reynolds stress
𝑣B
A
B
𝑣A
X
Y
Turbulent Flow in Pipes fluid mechanics.
Turbulent Flow in Pipes fluid mechanics.
Turbulent Flow in Pipes fluid mechanics.
Turbulent Flow in Pipes fluid mechanics.
Turbulent Flow in Pipes fluid mechanics.
Turbulent Flow in Pipes fluid mechanics.
Turbulent Flow in Pipes fluid mechanics.
Turbulent Flow in Pipes fluid mechanics.
Turbulent Flow in Pipes fluid mechanics.
Turbulent Flow in Pipes fluid mechanics.
Turbulent Flow in Pipes fluid mechanics.
Turbulent Flow in Pipes fluid mechanics.
Turbulent Flow in Pipes fluid mechanics.
Turbulent Flow in Pipes fluid mechanics.
Turbulent Flow in Pipes fluid mechanics.
Turbulent Flow in Pipes fluid mechanics.
Turbulent Flow in Pipes fluid mechanics.
Turbulent Flow in Pipes fluid mechanics.
Turbulent Flow in Pipes fluid mechanics.
Turbulent Flow in Pipes fluid mechanics.
Turbulent Flow in Pipes fluid mechanics.
Turbulent Flow in Pipes fluid mechanics.
Turbulent Flow in Pipes fluid mechanics.
Turbulent Flow in Pipes fluid mechanics.
Turbulent Flow in Pipes fluid mechanics.
Turbulent Flow in Pipes fluid mechanics.
Turbulent Flow in Pipes fluid mechanics.
Turbulent Flow in Pipes fluid mechanics.
Turbulent Flow in Pipes fluid mechanics.
Turbulent Flow in Pipes fluid mechanics.
Turbulent Flow in Pipes fluid mechanics.
Turbulent Flow in Pipes fluid mechanics.
Turbulent Flow in Pipes fluid mechanics.
Turbulent Flow in Pipes fluid mechanics.

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Turbulent Flow in Pipes fluid mechanics.

  • 2.
  • 3.
  • 4.
  • 5.
  • 6.
  • 7.
  • 8.
  • 9.
  • 10.
  • 11.
  • 12.  η and ε = f(flow characteristics) => they vary point to point in the flow
  • 13. Reynold’s expression for turbulent shear stress: • Consider two fluid layers A & B at small distance apart • Average velocities = and • Assumption is > • => Relative velocity of layer A w.r.t B = – = Vx where Vx = fluctuating component of velocity in X-direction due to turbulence Let Vy = fluctuating component of velocity in Y-direction • If over a surface area A perpendicular to y-direction & separating two fluid layers the component Vy are uniformly distributed => fluid mass transferred across that surface per sec = ρAVy • Since fluid mass relative velocity is Vx => momentum transfer = ρAVxVy and tangential force development on each layer • => corresponding shear stress exerted on fluid layers = τ = Force/Area = (ρAVxVy)/A = ρAVx • Since Vx & Vy vary hence τ will also vary => time average value is taken • is known as Reynolds stress 𝑣B A B 𝑣A X Y