Pipe Friction Flashcards

1
Q

What is the Hagen-Pouseille and the D’arcy friction theories?

A

Therefore:

  • Hagen-Pouseille - Hf = kV (Laminar Flow)
  • D’Arcy - Hf = kv2 (Turbulent Flow)

k = Constant

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2
Q
A
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3
Q

What are the three types of flow?

A
  • Laminar
  • Critical
  • Turbulent
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4
Q

What is the ideal type of flow and why?

A

Turbulent - It causes the water to mix constantly during it’s movement through pipe.

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5
Q

At what velocity does the critical zone in fluid flow usually occur?

A

Between 0.5 and 1 m/s

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6
Q

What is laminar flow?

A
  • When the fluid remains stationary at pipe walls.
  • Usually occurs in smooth pipes, although can occur in rough.
  • Viscous forces are prominent
  • Inertia forces exist but are not prominent.
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7
Q

What is turbulent flow?

A
  • Usually ‘real’ flow
  • The rougher the pipe, the more turbulent the flow
  • Inertia forces are prominent
  • Chaotic mixing of particles
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8
Q

What is the ideal flow velocity in water pipes and why?

A

2 m/s as it almost always ensures turbulent flow.

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9
Q

What is the Reynolds Number (Re)?

A
  • A way of classifying flow types
  • As flow type is dictated by forces acting on fluid then:
    • Re = Inertia Forces / Viscous Forces
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10
Q

What is the equation for the Reynold’s Number of a fluid?

A
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11
Q

What are the Reynold’s Number zones for laminar, critical and turbulent flow?

A
  • Laminar < 2000
  • Critical/ transitional = 2000 - 4000
  • Turbulent > 4000
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12
Q

What is head loss due to friction dependent on?

A
  • Proportional to Vn
  • Proportional to area of contact
  • Dependent on fluid viscosity
  • Dependent on pipe roughness
  • Independent of pressure
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13
Q

What is the equation for the D’Arcy-Weisbach formula?

A
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14
Q

How do you find the friction factor (lambda) to calulate head loss due to friction?

A
  • Use a moody diagram.
  • You need the pipe roughness, diameter and Reynolds number of the flow.
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15
Q
A
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