Classification of fluids

All the engineering fluids can be classified into two broad classes and then further sub-classes as follows:
(1) Newtonian fluids
(2) Non- Newtonian Fluids
Newtonian Fluids: These are the fluids which follow the Newton's law of viscosity. So shear stress of the fluids is directly proportional to the the velocity gradient, so it varies linearly with it. Newtonian fluids have constant viscosity which does not depend upon the stress. Sometimes it may vary under some specific conditions when the velocity gradient changes with the layer to layer.

Non- Newtonian Fluids: These fluids exhibit non-Newtonian characteristics, i.e. shear stress is not linearly dependent upon the velocity gradient, so doesn't follow the Newton's law of viscosity.
T = A.(du/dy)^n + B ; Where A and B are constants which depend upon type of fluid and conditions imposed on the flow. Value of n is 1 and of B is 0 for the Newtonian fluids.  n is also known as power index, and depending upon its value non-Newtonian fluids are further classified as
(a) If n>1, Dilatant (e.g. quick sand, butter, printing ink etc.)
(b) If n = 1, Bingham plastic (e.g. sewage, sludge, drilling mud etc.)
(c) If n<1, Pseodoplastic (e.g. paper pulp, rubber suspension, paints etc.)
Types of fluids - Newtonian and non-Newtonian.
 Further types of non-Newtonian fluids:
(1) Time independent Fluids : In these fluids rate of deformation or velocity gradient depends only upon the shear stress.
   (a) Thixotropic Fluids: These fluids show increase in apparent viscosity with time.
   (b) Rheophetic Fluids: These fluids show decrease in apparent viscosity with time.
(2) Time Dependent Fluids: In these fluids fluids rate of deformation and viscosity depends both upon the shear stress and duration of its application.
Bingham plastic fluids: These require a certain minimum shear stress Ty called yield stress before they start flowing. 

One Liners | GATE 2022 | Fluid Mechanics | part 2

The following is a list of one-liners that can be useful for your preparations for the Fluid Mechanics, Civil Engineering GATE 2022 examination.

1. The equation T= -(dP/dl).r/2 for flow through circular tubes, where T is shear stress at distance r from center, is applicable for both laminar and turbulent flow.
2. A fluid is a substance that can not remain at rest when subjected to a shearing force.
3. One end of a two dimensional water tank has the shape of a quadrant of a circle of radius 2m. When the tank is full, the vertical component of the force per unit length on the curved surface will be 1000.kg.pi.f. (pi = 3.14)
4. If mean velocities at two ends of a stream tube 10 cm apart are 2.5 m/sec and 3 m/sec then convectional tangential acceleration mid-way will be 13.75 m/sec^2.
5. When a particular discharge is flowing in a horizontal pipe, a mercury water U-tube manometer connected to entrance and throat of a Venturi-meter fitted in the pipe recorded a deflection of 25 cm. If the same discharge flowed through the same pipe kept at an inclination of 45 degrees to the horizontal, then the corresponding deflection by the U-tube manometer will be 25 cm.


References (Also the best books for GATE and PSU preparations):

One Liners | GATE 2022 preparations | Fluid Mechanics | Part 1

1. A vertical triangular area with vertex downward and altitude 'h' has its base lying on the free surface of a liquid. The center of pressure below the free surface is at a distance of h/2.

2. The increase in metacentric height increases stability.

3. If a vessel containing liquid moves downward with a constant acceleration equal to 'g', then pressure throughout the liquid mass is atmospheric. 

4. Magnitude of the component of velocity at point (1,1) for a stream function U= x^2- y^2 is equal to 2*(2)^1/2.

5. A fluid jet discharging from a 4 cm diameter orifice has a diameter of 3 cm at its vena-contracta. If the co-efficient of velocity is 0.98, the coefficient of discharge for the orifice will be 0.98*0.75^2.


Solved Example - Height/Elevation of Pipe for Cavitation to occur

Problem: (a) Compute the discharge rate (m^3/s) of the water from the bowl if h = 30 cm, dia = 5 cm, H1 = 2 m, H2 = 7 m, p(atm) = 101. 3...