SHORT QUESTION ANSWERS-FLUID MECHANICS
https://www.mesubjects.net/wp-admin/post.php?post=3419&action=edit Fluid properties & forces
https://www.mesubjects.net/wp-admin/post.php?post=3430&action=edit Hydro Forces on Surfaces
https://www.mesubjects.net/wp-admin/post.php?post=6102&action=edit Q. ANS. Viscosity
https://www.mesubjects.net/wp-admin/post.php?post=6411&action=edit Bernoulli’s Energy Momentum equations
https://www.mesubjects.net/wp-admin/post.php?post=3424&action=edit Pressure measurement
https://www.mesubjects.net/wp-admin/post.php?post=6097&action=edit Q. ANS. Fluid Mechanics
https://www.mesubjects.net/wp-admin/post.php?post=709&action=edit Q. ANS. Hydro Boundary Layer
SHORT QUESTION ANSWERS
Question answers improve clarity.
It gives a deep understanding.
Corrective measures are taken to
reduce the pressure drop.
1. What is difference between Darcy and Fanning equations for the pressure drop in a fluid flow?
Darcy friction factor is four times the Fanning friction factor. Darcy friction factor is also called as Moody friction factor or Blasius friction factor.
laminar flow, Darcy friction factor = fD= 64/Re
Where Re is Reynolds number
Darcy friction factor = fD= 0.06 to 0.006
Fanning friction factor (ff) is one fourth of Darcy friction factor.
For a laminar flow
ff = 16/Re = ζ /ρu2/2
ff is the local Fanning friction factor
ζ is the local shear stress
u is the local flow velocity
ρ is the density of the fluid
Δhff = 2ff u2L/gD
For turbulent flow, Colebrook equation is used to find Fanning friction factor
1/ ( ff)0.5 = -4.0 log10 ((ε/d) / 3.7 + 1.256/ ff)
Where ε, roughness of the inner surface of the pipe (dimension of length);
d, inner pipe diameter;
ff appears on both sides of the equation and its solution can be found only by hit and trial.
Darcy–Welsbach factor, fD is more commonly used by civil and mechanical engineers, and the Fanning factor, f, by chemical engineers, but one must be careful to determine correctly the friction factor for the equation used. Fanning equation is used by chemical engineers.
State the assumptions used in the Bernoulli’s theorem.
Assumptions used in the derivation of Bernoulli’s theorem are
Fluid is ideal i.e. there are no losses of any kind in the flow of an ideal fluid.
Flow is steady i.e. No changes in the flow velocity with respect to time.
Fluid is incompressible i.e. It is only for liquids i.e. although pressure changes are there but volume and hence density remains constant during the flow.
Flow is one dimensional.
Fluid is continuous i.e. there are no vapors in it or there are no impurities in it.
Only gravitational and pressure forces are acting on the fluid i.e. fluid is non viscous.
2. State Pascal’s Law.
Pressure at any point in a static fluid is same in all the directions. If there is an increase/decrease in pressure at any point in a confined fluid, there is an equal increase/decrease of pressure at every other point in the container.
3. What is a Froude’s number? What is its significance?
Froude’s number (We) is a square root of the ratio of inertia force to the gravitational force. It is a dimensionless number. Mathematically
Fr = V/ (Dg)0.5
V is the velocity in m/s, assuming full pipe flow
D is the pipe inner diameter in m
g is the gravity constant in m/s²
Experimentally it has been found that Froude number should be less than 0.3 to avoid air entrainment and ensure undisturbed flow without pulsations.
The Froude number compares the resistance to wave making between bodies of various sizes and shapes. In free surface flow, it has been found that
When Froude Number = 1, flow is critical.
If Froude Number > 1, flow is super-critical.
When Froude Number < 1, flow is sub-critical.