Test Chapter 2 - Kinematic and Conservation Equations

Test Chapter 2 - Kinematic and Conservation Equations

University

10 Qs

quiz-placeholder

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Test Chapter 2 - Kinematic and Conservation Equations

Test Chapter 2 - Kinematic and Conservation Equations

Assessment

Quiz

Other

University

Medium

Created by

fluidMechanics innovation

Used 1+ times

FREE Resource

10 questions

Show all answers

1.

MULTIPLE CHOICE QUESTION

45 sec • 1 pt

The substantial derivative of a variable
Under an Eulerian point of view, express the convective variation
Represents the changes due to the unsteady effects of the flow
Corresponds to the definition of temporal variation in Lagrangian terms
It is only valid for newtonian fluids

2.

MULTIPLE CHOICE QUESTION

45 sec • 1 pt

Media Image
is unidimensional
is two-dimensional and incompressible
is two-dimensional and compressible
is uniform and unsteady

3.

MULTIPLE CHOICE QUESTION

45 sec • 1 pt

The Cauchy momentum equation is valid for:
Only newtonian fluids
Newtonian, non newtonian and ideal flows
Fluids at rest
Ideal Flow

4.

MULTIPLE CHOICE QUESTION

45 sec • 1 pt

The hydrostatic force over a planar surface:
Can be computed from the pressure at the gravity center
Is applied not at the gravity center but at the center of pressure
The vertical component is the weight of the column of fluid over the surface
all are right

5.

MULTIPLE CHOICE QUESTION

45 sec • 1 pt

Media Image
Two metallic spheres are submerged in a fluid (One made of aluminium with D = 7 cm and the other of brass). If they are in equilibrium, what is the diameter of the brass one?
The diameter is the same as the aluminum one
The densities of the metals are required for the calculation
The densities of the metals and the fluid are required for the calculation
The rest of the answers are false or incom-plete

6.

MULTIPLE CHOICE QUESTION

45 sec • 1 pt

Belongs to the hypothesis of the Bernoulli equation:
Steady
Compressible
unidirectional
isotherm

7.

MULTIPLE CHOICE QUESTION

45 sec • 1 pt

The Bernoulli equation can not be applied
In a pipe with a contraction of the diameter
In the exit flow from a deposit
In the inlet flow to a deposit
In a moving vehicle

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