Flow through pipes, plates and channels Flashcards
u max from ū for lamina flow through pipes and plates
pipe: ū = 1/2 umax
plate: ū = 2/3 umax
Poiseuille equation for laminar flow through plates
Δp = 12 QμL / Wh^3
Lamina Shear stress at surface of plate and force needed to produce it
τ = Δp h / 2L
F = Δp W h / 2
Width (W)
Length (L)
Plate separation (h)
Lamina Velocity of flow through parallel plates
u = 1/2μ Δp/L (h-y)y
Lamina Velocity of flow through a pipe
u = Δp/4Lμ (R^2 - r^2)
Lamina Volumetric flow rate through an annulus
Q = Δp h^3 π r / 6 μ L
Lamina Pressure drop over length L in a pipe
Δp = 12μ L ū / h^2
A good approximation for the velocity of turbulent flow
ū = 0.82 umax
u/umax = (r/R) ^1/n
where n is 7
A good simplification for pipes in series that relates Q and Δp
Lamina flow:
Δp = RQ (Poiseuille law)
Q1 = Q2 = …
R = R1 + R2 + …
Turbulent flow:
Δp = p1 + p2 + … (Darcy equation)
Q1 = Q2 = …
A good simplification for pipes in parallel that relates Q and Δp
Lamina flow:
Δp = RQ (Poiseuille law)
Δp1 = Δp2 = …
Q = Q1 + Q2 + …
1/R = 1/R1 + 1/R2 + …
Turbulent flow:
Δp1 = Δp2 = … (Darcy equation)
Q = Q1 + Q2 + …