outcome 2 Flashcards

Continuity and Bernoulli's equations, types of flow

1
Q

Fluid flow can broadly be classified as

A

1) Steady and Unsteady flow
2) Uniform and Non-uniform flow
3) Laminar and Turbulent flow
4) Compressible and incompressible flow

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2
Q

Physical properties such as velocity, pressure or density at any point do not change with time.

A

Steady Flow

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3
Q

Physical properties such as velocity, pressure or density at any point changes with time.

A

Unsteady Flow

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4
Q

flow at any given time does not change its magnitude & direction with respect to space.

A

Uniform Flow

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5
Q

Velocity of a fluid flow changes from point to point at any instant.

A

Non-uniform Flow

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6
Q

Fluid particles move along a smooth path with one layer sliding smoothly over an adjacent layer

A

Laminar Flow

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7
Q

Velocity of flow is small or Viscosity is high in laminar flow ( T or F )

A

T

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8
Q

The fluid particles move in a zig-zag way

A

Turbulent Flow

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9
Q

Random fluctuations is called

A

Turbulenc

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10
Q

Time average velocity of turbulent flow is called

A

temporal mean velocity.

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11
Q

Reynolds Number (Re) =

A

Re = πœŒπ‘‰π·/πœ‡

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12
Q

Reynolds number is less than 2000, the flow is

A

Laminar flow

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13
Q

Reynolds number is between 2000 and 4000, the flow is

A

Transitional flow.

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14
Q

Reynolds number is greater than 4000, the flow is

A

Turbulent flow

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15
Q

The density of the fluid in a flow is not constant and varies from point to point.

A

Compressible Flow

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16
Q

The density is constant for the fluid flow

A

Incompressible Flow

17
Q

Liquids are generally

A

Incompressible

18
Q

Gases are

A

compressible

19
Q

This equation is based on the principle of conservation of mass is called as

A

CONTINUITY EQUATION

20
Q

A 30 cm diameter pipe, conveying water, branches into two pipes of diameters 20 cm and 15 cm respectively. If the average velocity in the 30 cm diameter pipe is 2.5 m/s, find the discharge in this pipe. Also, determine the velocity in 15 cm pipe, if the average velocity in 20 cm pipe is 2 m/s.

A
21
Q
  1. A branched pipe in which water is flowing as shown in figure has 4 pipes. Pipe 1 has the diameter of 55 cm and discharge of 9m3/sec. Pipe 1 is divided in to pipe 2, pipe 3 and pipe 4. Pipe 2 has the diameter 25cm with a velocity of 4.9m/s, pipe 3 has the diameter of 18 cm and discharge of 2.9m3/sec& pipe 4 has the diameter of 12cm. Find (i) the velocity in pipe 1, (ii) discharge in pipe 2 (iii) discharge in pipe 4
A
22
Q

Assumptions for Bernoulli’s equation for ideal fluid can be listed as:

A

Flow is steady
Flow is incompressible
Flow is frictionless or inviscid.
Flow is steady.
Flow is irrotational.

23
Q

Applying equation over two section 1 and 2, For IDEAL FLUID

A
24
Q

Applying equation over two section 1 and 2, For REAL FLUID

A
25
Q

A pipe of diameter 400 mm carries water at a velocity of 25 m/s. The pressures at the points A and B are given as 29.43 N/cm2 and 22.563 N/cm2 respectively while the datum head at A and B are 28m and 30 m. Find the loss of head between A and B. Sketch the arrangement

A
26
Q

A pipeline carrying oil of specific gravity 0.87, changes in diameter from 200 mm diameter at a position A to 500 mm diameter at a position B which is 4 metres at a higher level. If the pressures at A and B are 9.81 N/cm2 and 5.886 N/cm2 respectively and the discharge is 200 litres/s determine the loss of head and direction of flow. Sketch the arrangement

A