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Pressure and Force

When objects are submerged in fluid, Pressure (hydrostatic pressure) is exerted on the object. This pressure is determined by the density of the fluid and how far the object is submerged.
Pressure=weight density ×depth\text{Pressure}=\text{weight density }\times \text{depth}
For an object submerged in a fluid with density ρ\rho at depth hh, the pressure PPon the the object is given by
P=ρ×g×h\boxed{P= \rho \times g \times h}
where g9.8g \approx 9.8 is the force of gravity.

Note: ρ×g\rho \times g is often called weight-density , ww,and reduces our formula

P=w×h\boxed{P=w\times h}

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Fluid Force

The force (hydrostatic force) FF from a constant pressure PP applied to plate of area AA submerged horizontally is
F=P×A\boxed{F=P \times A}

Fluid Force Integrals

For variable depth, the force FF applied to an object from depth aa to bbis given by
F=abwh(y)L(y)dy\boxed{F=\displaystyle \int_a^b w \cdot h(y)\cdot L(y)dy}
where h(y)h(y)is the depth of the object and L(y)L(y)is the cross sectional length of the object over [a,b][a,b].


Wize Tip
Using symmetry or similar triangles often helps in determining L(y)L(y).

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Example: Pressure and Force

A right circular cylindrical tank lying on its side and 10 ft.10 \ \text{ft}. in diameter contains a fluid with weight constant density 19.6 lbs/ft319.6 \ \text{lbs}/\text{ft}^3. How much force does the fluid exert on the sides of the tank when the tank is half full?


F=abwh(y)L(y)dy\boxed{F=\displaystyle \int_a^b w \cdot h(y)\cdot L(y)dy}

w=19.6w=19.6

Viewing our tank as a cross section the fluid fills the tank from y=5 to y=0y=-5 \text{ to } y=0. (here the x-axis represents 0 depth since the tank is half full.)



The depth varies linearly below the x-axis:h(5)=5,h(0)=0h(-5)=5, h(0)=0

h(y)=y\Rightarrow h(y)=-y

We can use symmetry to determine L(y)L(y).

y=25x2    x=25y2y=\sqrt{25-x^2}\iff x=\sqrt{25-y^2}

The cross sectional length varies from x-x to xx but is the same length on each side of the y-axis.

L(y)=2x=225y2L(y)=2x=2\sqrt{25-y^2}

Thus

F=5019.6y225y2dyF=\displaystyle \int_{-5}^0 19.6 \cdot -y\cdot2 \sqrt{25-y^2}dy

=19.6×250y25y2dy=-19.6\times 2\displaystyle \int_{-5}^0 y\cdot \sqrt{25-y^2}dy

u=25y2 u=25-y^2
du=2ydydu=-2ydy
dy=du2y\displaystyle dy=\frac{du}{-2y}
y=5u=0,y=0u=25y=-5 \rightarrow u=0, y=0 \rightarrow u=25

=19.6×2025yudu2y=-19.6\times 2 \displaystyle \int_{0}^{25} y \sqrt{u}\frac{du}{-2y}

=19.6025u du=19.6025u12 du=19.6\displaystyle \int_{0}^{25} \sqrt{u} \ du=19.6\displaystyle \int_{0}^{25} u^{\frac{1}{2}} \ du

=19.6×2u323025\displaystyle =19.6 \times \frac{2u^\frac{3}{2}}{3} \bigg|_{0}^{25}

=19.6×2[(25)32(0)32]3\displaystyle =19.6 \times \frac{2[(25)^\frac{3}{2}-(0)^\frac{3}{2}]}{3}

1633.33 lbs\approx1633.33\text{ lbs}

A triangular trough contains a certain oil with weight density w=55 lbs/ft3w=55 \ \text{lbs}/\text{ft}^3. The cross section of the tank is shown below. How much force does the fluid exert on the tank when the tank is full?





Extra Practice