Related Resources: fluid flow

Fluid Velocity Distribution within Pipes

Fluid Velocity Distribution within Pipes Equations

Velocity distribution at a cross section will follow a parabolic law of variation for laminar flow. Maximum velocity is at the center and is twice the average velocity. The following application are discussed:

  • turbulent flows,
  • smooth pipes,
  • rough pipes,
  • rough or smooth boundaries

The equation of the velocity profile for laminar flow can be expressed as

Eq. 1

v = v c ( γ h L 4 μ L ) r 2

 

For turbulent flows, more uniform velocity distribution results. From experiments of Nikuradse and others, equations of velocity profiles in terms of center velocity vc or shear velocity µc follow.

 

(a) An empirical formula is

 

Eq. 2

v = v c ( y / r o ) n

where:

 

n = 1/7 for smooth tubes, up to Re = 100,000
n = 1/8 | for smooth tubes for Re from 100,000 to 400,000

 

(b) For smooth pipes,

 

Eq. 3

v = v [ 5.5 + 5.75 log ( y v / v ) ]

For the yv*/v term,

 

Eq. 4

 

v* = (τ/ρ)0.5

 

(c) For smooth pipes (for 5000 < Re < 3,000,000) and for pipes in the wholly rough zone,

 

Eq. 5

( v c v ) = 2.5 v o / ρ   ln ( y / r o ) = 2.5 v   ln ( y / r o )

In terms of average velocity V, Vennard suggests that V/vc may be written

 

Eq. 6

V v c = 1 1 + 4.07 f / 8

(d) For rough pipes,

 

Eq. 7

v = v [ 8.5 + 5.75   log ( y / ϵ ) ]

where ε is the absolute roughness of the boundary.

 

(e) For rough or smooth boundaries,

 

Eq. 8

u V V f = 2   log y r o + 1.32

also

 

Eq. 9

v c / V = 1.43 f + 1.32

Where:

 

γ = specific (or unit) weight of fluid
hL = lost head
µ = absolute viscosity
L = Length of pipe
v = kinematic viscosity of the fluid in ft2/sec or m2/s
vc = Center velocity of fluid
v* = Shear velocity
r = radius, ft ot m
ro = radius of pipe
y = depth distance
V = mean (average) velocity in ft/sec or m/s
f = friction factor (Darcy) for pipe flow
µ = absolute viscosity in lb-sec/ft2 or N-s/m2

Schaum's Outline of Fluid Mechanics and Hydraulics

 

Related