Chapter 2 Flashcards
Give the two conditions that qualify as a “static situation” in FM.
- The fluid is at rest.
- The fluid is moving in such a manner that there is no relative motion between adjacent particles.
Ref: Pg 31
True or False
In a static situation, there will be no shearing stresses in the fluid.
True
Ref: Pg 31
True or False
In a static situation, the only forces that develop on the surfaces of the particles are due to viscous forces.
False
In a static situation, the only forces that develop on the surfaces of the particles are due to pressure forces.
Ref: Pg 31
True or False
If a closed volume of fluid moves as a rigid body, with no relative motion between particles, the “no shearing stress” assumption is still valid for static analysis.
True
Ref: Pg 31
True or False
Assuming that there is no shearing, the pressure in a fluid at rest or in motion is independent of direction.
True
Ref: Pg 32
Give the definition for Pascals Law.
The pressure at a point in a fluid at rest or in motion is independent of direction as long as there are no shearing stresses present.
Ref: Pg 32
Consider an infinitesimal fluid element subject taken from a static fluid mass. What two forces act on the element and what generates those two forces?
Surface Forces: Generated due to the pressure on the element.
Body Forces: Due to gravity. Equal to the weight of the element.
Ref: Pg 33
True or False
The pressure will NEVER vary across a fluid particle.
False, pressure can vary across a fluid element.
Ref: Pg 33
Assuming no shearing is present, the resultant force acting on a small fluid element depends only on ______.
The pressure gradient.
Ref: Pg 33
For liquids or gasses at rest, the pressure gradient in the vertical direction at any point in a fluid depends only on_______ of the fluid at that point.
The specific weight.
Ref: Pg 34
What is the definition of an “incompressible fluid?”
A fluid with constant density.
Ref: Pg 35
True or False
For liquids, the variation of density is usually large, even for small changes in pressure.
False
Generally, for liquids, the variation of density is negligible even for large changes in pressure.
Ref: Pg 35
What is a “hydrostatic distribution?”
A hydrostatic pressure distribution is encountered in fluids when the pressure increases linearly with depth.
Ref: Pg 35
What is the physical interpretation of a hydrostatic “pressure head?”
A pressure head is interpreted as the height of a column of fluid of specific weight (gamma) required to give a pressure difference p1 - p2.
Extra Note: For example, a pressure of 10 psi can be specified in terms of a pressure head as 23.1 feet of water.
Ref: Pg 36
What is typically chosen as the reference plane in hydrostatic analysis?
The free surface.
True or False
The pressure in a homogeneous, incompressible fluid at rest depends only on the depth of the fluid relative to some reference plane and it is NOT influenced by the size or shape of the container in which it is held.
True
Ref: Pg 36
What is the principle on which many hydraulic devices are designed?
The transmission of pressure through a stationary fluid.
Ref: Pg 37
For a hydraulic actuator with input area A1 and output area A2, what is the relationship between input and output force?
F2 = (A2/A1)(F1)
where A2 > A1
Ref: Pg 37
True or False
The specific weights of common gases are small when compared with those of liquids.
True
Ref: Pg 37/38
True or False
Since the specific weights of gasses are comparatively large, it follows from Eq 2.4 in the book that the pressure gradient in the vertical direction is correspondingly large.
False
Since the specific weights of gasses are comparatively SMALL, it follows from Eq 2.4 in the book that the pressure gradient in the vertical direction is correspondingly SMALL.
Ref: Pg 38
True or False
Typically, due to the specific weights of gasses, the pressure gradient in the vertical direction is small even over distances of several hundred feet the pressure will remain practically constant.
True
Ref: Pg 38