Pervious Lecture Contents - Fayoum
Transcript of Pervious Lecture Contents - Fayoum
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Pervious Lecture Contents 2
1. Characteristics of Pressure
2. Pressure of fluid at rest
3. Measurement of Pressure
Simple manometers
Differential manometers
Mechanical gauge
Lecture (3) – Fluid Mechanics I – 1st
year – Mechanical Dept.
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Fayoum University
Faculty of Engineering
Mechanical Engineering Dept.
Dr. Emad M. Saad Mechanical Engineering Dept.
Faculty of Engineering
Fayoum University
Fluid Statics
Lecture (3)
on
By
2015 - 2016
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Hydrostatic Forces on Completely Submerged Plane Surfaces
Fluid statics
Lecture (3) – Fluid Mechanics I – 1st
year – Mechanical Dept.
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Hydrostatic Forces on Completely Submerged Plane Surfaces
Fluid statics
Lecture (3) – Fluid Mechanics I – 1st
year – Mechanical Dept.
x
y
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Hydrostatic Forces on Completely Submerged Plane Surfaces
Fluid statics
Lecture (3) – Fluid Mechanics I – 1st
year – Mechanical Dept.
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Hydrostatic Forces on Completely Submerged Plane Surfaces
Fluid statics
Lecture (3) – Fluid Mechanics I – 1st
year – Mechanical Dept.
The magnitude of the
resultant force acting on a
plane surface of a completely
submerged plate in a
homogeneous (constant
density) fluid is equal to the
product of the pressure PC at
the centroid of the surface
and the area A of the surface.
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Fluid statics
Lecture (3) – Fluid Mechanics I – 1st
year – Mechanical Dept.
To balance the bending-
moment portion of the
stress, the resultant
force FR does not act
through the centroid.
So, To find the
coordinates (xP, yP)
Hydrostatic Forces on Completely Submerged Plane Surfaces
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Fluid statics
Lecture (3) – Fluid Mechanics I – 1st
year – Mechanical Dept.
Hydrostatic Forces on Completely Submerged Plane Surfaces
The vertical location of the line of action is determined by equating the
moment of the resultant force to the moment of the distributed
pressure force about the x-axis:
or
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Fluid statics
Lecture (3) – Fluid Mechanics I – 1st
year – Mechanical Dept.
Hydrostatic Forces on Completely Submerged Plane Surfaces
Fortunately, the second moments of area about two parallel axes are
related to each other by the parallel axis theorem, which in this case is
expressed as:
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Fluid statics
Lecture (3) – Fluid Mechanics I – 1st
year – Mechanical Dept.
Hydrostatic Forces on Completely Submerged Plane Surfaces
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Ex1: Hydrostatic Forces on Completely Submerged Plane Surfaces
Solved Examples
The gate in the following figure is 5 ft
wide, is hinged at point B, and rests
against a smooth wall at point A.
Compute (a) the force on the gate due
to seawater pressure, (b) the
horizontal force P exerted by the wall
at point A, and (c) the reactions at the
hinge B.
Lecture (3) – Fluid Mechanics I – 1st
year – Mechanical Dept.
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Solved Examples
Lecture (3) – Fluid Mechanics I – 1st
year – Mechanical Dept.
Ex1: Hydrostatic Forces on Completely Submerged Plane Surfaces
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Solved Examples
Lecture (3) – Fluid Mechanics I – 1st
year – Mechanical Dept.
Ex1: Hydrostatic Forces on Completely Submerged Plane Surfaces
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Solved Examples
Lecture (3) – Fluid Mechanics I – 1st
year – Mechanical Dept.
Ex1: Hydrostatic Forces on Completely Submerged Plane Surfaces
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Solved Examples
Lecture (3) – Fluid Mechanics I – 1st
year – Mechanical Dept.
Ex1: Hydrostatic Forces on Completely Submerged Plane Surfaces
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Fluid statics
Lecture (3) – Fluid Mechanics I – 1st
year – Mechanical Dept.
Hydrostatic Forces on Completely Submerged Curved Surfaces
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Fluid statics
Lecture (3) – Fluid Mechanics I – 1st
year – Mechanical Dept.
Hydrostatic Forces on Completely Submerged Curved Surfaces
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Fluid statics
Lecture (3) – Fluid Mechanics I – 1st
year – Mechanical Dept.
Hydrostatic Forces on Completely Submerged Curved Surfaces
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Ex2: Hydrostatic Forces on Completely Submerged Curved Surfaces
Solved Examples
A long solid cylinder of radius 0.8 m
hinged at point A is used as an
automatic gate, as shown in the
following figure. When the water level
reaches 5 m, the gate opens by
turning about the hinge at point A.
Determine (a) the hydrostatic force
acting on the cylinder and its line of
action when the gate opens and (b) the
weight of the cylinder per m length of
the cylinder.
Lecture (3) – Fluid Mechanics I – 1st
year – Mechanical Dept.