TURBULENT FLOW :
REYNOLDS EXPERIMENT,
FRICTIONAL LOSS IN PIPE FLOW
AASTHA LAKHLANI
SHAH KRUTI
Turbulent Flow
Definition:
Turbulent flow occurs when the fluid motion becomes
chaotic, with irregular and swirling eddies.
Characteristics:
High velocity
Random fluctuations in velocity and pressure.
High energy dissipation
Example: Water flowing through a pipe at high speeds or
wind blowing past a building.
REYNOLDS EXPERIMENT
The Reynolds experiment conducted by Osborne Reynolds
in 1883 demonstrated the transition from laminar to
turbulent flow. By introducing dye into water flowing
through a pipe, Reynolds observed how flow patterns
changed, leading to the development of the Reynolds
number. This dimensionless number helps predict flow
regimes in various fluid systems.
Re = ρ V D /μ
Where,
V = Flow velocity of the Hydraulic fluid i.e. liquid (m/s)
D = Diameter of pipe (m)
μ = viscosity (poise)
Flow Regimes:
• Re < 2000: Laminar flow
• 2000 < Re < 4000: Transitional flow
• Re > 4000: Turbulent flow
FRICTIONAL LOSS IN PIPE FLOW
The Darcy-Weisbach equation is an empirical equation named after
Henry Darcy and Julius Weisbach. It relates the loss of pressure or
head loss due to friction to the average velocity of the fluid flow for
an incompressible fluid.
Darcy-Weisbach equation
hf = f (L/D) x (v^2/2g)
 where:
hf = head loss (m)
f = friction factor
L = length of pipe work (m)
d = inner diameter of pipe work (m)
v = velocity of fluid (m/s)
g = acceleration due to gravity (m/s²)
THANK YOU

https://www./introduction-to-turbulent flow

  • 1.
    TURBULENT FLOW : REYNOLDSEXPERIMENT, FRICTIONAL LOSS IN PIPE FLOW AASTHA LAKHLANI SHAH KRUTI
  • 2.
    Turbulent Flow Definition: Turbulent flowoccurs when the fluid motion becomes chaotic, with irregular and swirling eddies. Characteristics: High velocity Random fluctuations in velocity and pressure. High energy dissipation Example: Water flowing through a pipe at high speeds or wind blowing past a building.
  • 3.
    REYNOLDS EXPERIMENT The Reynoldsexperiment conducted by Osborne Reynolds in 1883 demonstrated the transition from laminar to turbulent flow. By introducing dye into water flowing through a pipe, Reynolds observed how flow patterns changed, leading to the development of the Reynolds number. This dimensionless number helps predict flow regimes in various fluid systems.
  • 4.
    Re = ρV D /μ Where, V = Flow velocity of the Hydraulic fluid i.e. liquid (m/s) D = Diameter of pipe (m) μ = viscosity (poise) Flow Regimes: • Re < 2000: Laminar flow • 2000 < Re < 4000: Transitional flow • Re > 4000: Turbulent flow
  • 5.
    FRICTIONAL LOSS INPIPE FLOW The Darcy-Weisbach equation is an empirical equation named after Henry Darcy and Julius Weisbach. It relates the loss of pressure or head loss due to friction to the average velocity of the fluid flow for an incompressible fluid.
  • 6.
    Darcy-Weisbach equation hf =f (L/D) x (v^2/2g)  where: hf = head loss (m) f = friction factor L = length of pipe work (m) d = inner diameter of pipe work (m) v = velocity of fluid (m/s) g = acceleration due to gravity (m/s²)
  • 7.