fluid statics - civil engineering statics.pdf · static equilibrium so we can use our fundamentals...
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Civil Engineering Hydraulics Mechanics of Fluids
Fluid Statics
Most popular ethnic food in America: Italian
Fluid Statics 2
Pressure Variation with Depth
While the arrows might look strange, remember that the pressure is exerted normal to any surface the fluid is in contact with.
Even thought the arrows are in different directions, the pressures at each point shown, other then H, has the same magnitude.
p = h!g
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Fluid Statics 3
Review Problem
Fluid Statics 4
Another Type of Manometer The figure shown below is a typical case of using a manometer to measure the pressure drop along a conduit.
If the fluid were at rest, the pressure at points 1 and 2 would be the same.
However, since the fluid is moving, we lose pressure due to friction so the pressure at point 1 is higher than the pressure at point 2.
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Fluid Statics 5
Another Type of Manometer The figure shown below is a typical case of using a manometer to measure the pressure drop along a conduit.
The pressure at point B
( ) ( )2 1 2BP P g a g hρ ρ= + +
Fluid Statics 6
Another Type of Manometer Since point A and B are in the same fluid and the fluid isn’t moving, PA is equal to PB.
( )( ) ( )
( ) ( ) ( )
1 1
2 1 2
1 1 2 1 2
A
B
P P g a hP P g a g hP g a h P g a g h
ρρ ρ
ρ ρ ρ
= + += + ++ + = + +
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Fluid Statics 7
Another Type of Manometer If we rearrange terms to determine the difference in pressure at points 1 and 2 we get.
( ) ( ) ( )
( )
1 2 1 2 1
1 2 1 2 1 1
1 2 2 1
1 2 2 1
P P g a g h g a hP P ga gh ga ghP P gh ghP P gh
ρ ρ ρρ ρ ρ ρρ ρρ ρ
− = + + − +− = + + − −− = + −− = −
Fluid Statics 8
Another Type of Manometer So by knowing the density of the fluids and the relative heights in the manometer, we are able to determine the pressure drop along the condiut.
( ) ( ) ( )
( )
1 2 1 2 1
1 2 1 2 1 1
1 2 2 1
1 2 2 1
P P g a g h g a hP P ga gh ga ghP P gh ghP P gh
ρ ρ ρρ ρ ρ ρρ ρρ ρ
− = + + − +− = + + − −− = + −− = −
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Fluid Statics 9
Fluid Statics
We will be looking at systems that are in static equilibrium so we can use our fundamentals of force and moment balances to look at the systems
Fluid Statics 10
Fluid Statics We can start with a generalized object
with a rectangular cross section with a vertical orientation submerged in a fluid
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Fluid Statics 11
Fluid Statics Then we can generalize to a surface
with any type of cross section and any orientation.
Fluid Statics 12
Fluid Statics
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Fluid Statics 13
Fluid Statics
Fluid Statics 14
Fluid Statics The gas tank of an automobile is sketched in a profile view in Figure 2.16. The lower edge of a semicircular plug is located 1 cm from the tank floor. The tank is filled to a height of 20 cm with gasoline and pressurized to 130 kPa. Calculate the force exerted on the semicircular plug. Assume that gasoline properties are the same as those for octane.
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Fluid Statics 15
Homework Problems
Fluid Statics 16
Homework Problems
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Fluid Statics 17
Homework Problems
Additional Slides
The following are slides that I have used in previous semesters and develop the class material in a slightly different manner.
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Fluid Statics 19
Fluid Statics We can start with a generalized object
submerged in a fluid
Fluid Statics 20
Fluid Statics The generalized object has a uniform
thickness that we can say is 1 unit
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Fluid Statics 21
Fluid Statics It has an arbitrary cross section
Fluid Statics 22
Fluid Statics We can start by taking a parallel at the surface
of the object to the surface of the fluid.
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Fluid Statics 23
Fluid Statics This will be our y-axis The positive direction will be to go deeper into
the fluid
Fluid Statics 24
Fluid Statics From the point of intersection of our y-axis and
the surface of the fluid we will generate a z-axis
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Fluid Statics 25
Fluid Statics Again, our positive direction will be to go
deeper into the fluid.
Fluid Statics 26
Fluid Statics We can look at any differential element in the
fluid and find the pressure on that element
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Fluid Statics 27
Fluid Statics The area of the differential element will be dz
by dy We will label that dA
Fluid Statics 28
Fluid Statics To see what the pressure on that differential
area is, we will need to find the depth of that differential area below the surface of the fluid.
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Fluid Statics 29
Fluid Statics We can look at a differential area at a depth h
below the surface of the water.
Fluid Statics 30
Fluid Statics Remember that the pressure is the same in all
directions so if we know how the pressure varies with depth (and we do) we can find the pressure on this differential area
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Fluid Statics 31
Fluid Statics The differential area is at a depth h so the
pressure on that area is the pressure at the surface plus the pressure from the column of fluid above the differential area
Fluid Statics 32
Fluid Statics If the fluid surface is exposed to the
atmosphere, then the pressure at a depth h is equal to Ph = Patm + ρgh
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Fluid Statics 33
Fluid Statics We can generalize and say that the pressure at
the surface is P0, then the pressure at a depth h is equal to Ph = P0 + ρgh
Fluid Statics 34
Fluid Statics Since we are going to sum the forces
generated by the fluid on the top of the surface, we need to translate this pressure expression into one along the surface
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Fluid Statics 35
Fluid Statics We can do this by writing h in terms of distance
along the plate (y)
Fluid Statics 36
Fluid Statics By the way we set up the axis, the distance
along the place from the origin (y) is the hypotenuse of a right triangle with h as one of the sides
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Fluid Statics 37
Fluid Statics h is then related to y as
sinh y θ=
Fluid Statics 38
Fluid Statics So our expression for the pressure on any
differential area can be rewritten as
0 sinP P gyρ θ= +
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Fluid Statics 39
Fluid Statics In order to find the total force exerted on the
plate, we need to sum up all the forces exerted on all the differential areas that make up the surface
0 sinP P gyρ θ= +
Fluid Statics 40
Fluid Statics The force on any differential area is equal to the
pressure on that area times the area
0 sin
dA
P P gyF PdA
ρ θ= +=
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Fluid Statics 41
Fluid Statics The force on the entire surface is equal to the
some of all the forces all over the surface
0 sindAA A
F F PdA
P P gyρ θ
= =
= +∫ ∫
Fluid Statics 42
Fluid Statics Substituting the second expression into the first
( )0 sinA
F P gy dAρ θ= +∫
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Fluid Statics 43
Fluid Statics Manipulating the expressions we have
( )( ) ( )0
0
sin
sinA
A A
F P gy dA
F P dA gy dA
ρ θ
ρ θ
= +
= +
∫∫ ∫
Fluid Statics 44
Fluid Statics Manipulating the expressions we have
( ) ( )0
0
sin
sinA A
A
F P dA gy dA
F P A g ydA
ρ θ
ρ θ
= +
= +
∫ ∫∫
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Fluid Statics 45
Fluid Statics From statics, hopefully you remember, ŷ is the
distance to the y centroid of the surface
0 sinA
A
yA ydA
F P A g ydAρ θ
=
= +
∫∫
)
Fluid Statics 46
Fluid Statics You text uses a different symbol for the centroid
so we will adopt this also
0 sin
c A
A
y A ydA
F P A g ydAρ θ
=
= +
∫∫
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Fluid Statics 47
Fluid Statics So our expression for the magnitude of the
force acting on the surface is
( )0 sin cF P A g y Aρ θ= +
Fluid Statics 48
Fluid Statics From our triangle developed earlier, the depth
to the centroid is equal to yc sin(θ) We will label this hc
0 cF P A gh Aρ= +
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Fluid Statics 49
Fluid Statics The pressure terms are the pressure at a depth
equal to the depth of the centroid of the surface
( )0
0
c
c C
F P A gh AF A P gh AP
ρρ
= += + =
PC is the pressure at the depth of the centroid of the surface
Fluid Statics 50
Fluid Statics We know what the magnitude of the force is
that is generated by the pressure but for analysis we would need to also need to know where the equivalent point force would be located.
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Fluid Statics 51
Fluid Statics This time we will use equivalent moments to find the
location of the line of action of the equivalent force We will call this distance yCP
Fluid Statics 52
Fluid Statics The moment of the equivalent force about the origin
(point O) is then equal to
CP Cy P A
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Fluid Statics 53
Fluid Statics We can also generate the moment of all the
differential forces and sum these moments
CP Cy P A
Fluid Statics 54
Fluid Statics The sum of these differential moments is
A
CP C
yPdA
y P A∫
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Fluid Statics 55
Fluid Statics These two moment expressions have to be equal
so we have
CP CAyPdA y P A=∫
Fluid Statics 56
Fluid Statics Now we can replace the expression for the pressure
at any y and we have
( )0 sin CP CAy P gy dA y P Aρ θ+ =∫
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Fluid Statics 57
Fluid Statics Manipulating the expression
( )( ) ( )
0
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sin
sin
CP CA
CP CA A
y P gy dA y P A
yP dA gy dA y P A
ρ θ
ρ θ
+ =
+ =
∫∫ ∫
Fluid Statics 58
Fluid Statics Manipulating the expression
( ) ( )( )
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sin
sin
CP CA A
C CP CA
P y dA g y dA y P A
P y A g y dA y P A
ρ θ
ρ θ
+ =
+ =
∫ ∫∫
Remember that the integral of ydA over the area is the same as the first moment of the area which is why we can substitute yCA for the integral
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Fluid Statics 59
Fluid Statics The integral of y2 dA over the area is the second
moment of the area about the x axis. Remember that the y distance is measured from the
origin, which in this case is the intersection of the x and y axis.
Remember that the integral of ydA over the area is the same as the first moment of the area which is why we can substitute yCA for the integral
Fluid Statics 60
Fluid Statics We represent this as the moment of inertia of the
area about the x axis and give it the label Ixx
So we can substitute this into our expression
Remember that the integral of ydA over the area is the same as the first moment of the area which is why we can substitute yCA for the integral
0 sinC xx CP CP y A g I y P Aρ θ+ =
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Fluid Statics 61
Fluid Statics We can do this by taking the integral over the
area of the surface
0 sinP P gyρ θ= +