# 11.4 Variation of pressure with depth in a fluid

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• Define pressure in terms of weight.
• Explain the variation of pressure with depth in a fluid.
• Calculate density given pressure and altitude.

If your ears have ever popped on a plane flight or ached during a deep dive in a swimming pool, you have experienced the effect of depth on pressure in a fluid. At the Earth’s surface, the air pressure exerted on you is a result of the weight of air above you. This pressure is reduced as you climb up in altitude and the weight of air above you decreases. Under water, the pressure exerted on you increases with increasing depth. In this case, the pressure being exerted upon you is a result of both the weight of water above you and that of the atmosphere above you. You may notice an air pressure change on an elevator ride that transports you many stories, but you need only dive a meter or so below the surface of a pool to feel a pressure increase. The difference is that water is much denser than air, about 775 times as dense.

Consider the container in [link] . Its bottom supports the weight of the fluid in it. Let us calculate the pressure exerted on the bottom by the weight of the fluid. That pressure    is the weight of the fluid $\text{mg}$ divided by the area $A$ supporting it (the area of the bottom of the container):

$P=\frac{\text{mg}}{A}.$

We can find the mass of the fluid from its volume and density:

$m=\mathrm{\rho V}.$

The volume of the fluid $V$ is related to the dimensions of the container. It is

$V=\text{Ah},$

where $A$ is the cross-sectional area and $h$ is the depth. Combining the last two equations gives

$m=\rho \text{Ah}.$

If we enter this into the expression for pressure, we obtain

$P=\frac{\left(\rho \text{Ah}\right)g}{A}.$

The area cancels, and rearranging the variables yields

$P=\mathrm{h\rho g}.$

This value is the pressure due to the weight of a fluid . The equation has general validity beyond the special conditions under which it is derived here. Even if the container were not there, the surrounding fluid would still exert this pressure, keeping the fluid static. Thus the equation $P=\mathrm{h\rho g}$ represents the pressure due to the weight of any fluid of average density $\rho$ at any depth $h$ below its surface. For liquids, which are nearly incompressible, this equation holds to great depths. For gases, which are quite compressible, one can apply this equation as long as the density changes are small over the depth considered. [link] illustrates this situation.

## Calculating the average pressure and force exerted: what force must a dam withstand?

In [link] , we calculated the mass of water in a large reservoir. We will now consider the pressure and force acting on the dam retaining water. (See [link] .) The dam is 500 m wide, and the water is 80.0 m deep at the dam. (a) What is the average pressure on the dam due to the water? (b) Calculate the force exerted against the dam and compare it with the weight of water in the dam (previously found to be $1.96×{10}^{13}\phantom{\rule{0.25em}{0ex}}\text{N}$ ).

Strategy for (a)

The average pressure $\overline{P}$ due to the weight of the water is the pressure at the average depth $\overline{h}$ of 40.0 m, since pressure increases linearly with depth.

Solution for (a)

The average pressure due to the weight of a fluid is

$\overline{P}=\overline{h}\mathrm{\rho g}.$

Entering the density of water from [link] and taking $\overline{h}$ to be the average depth of 40.0 m, we obtain

$\begin{array}{lll}\overline{P}& =& \left(\text{40.0 m}\right)\left({\text{10}}^{3}\phantom{\rule{0.25em}{0ex}}\frac{\text{kg}}{{\text{m}}^{3}}\right)\left(9.80\phantom{\rule{0.25em}{0ex}}\frac{\text{m}}{{\text{s}}^{2}}\right)\\ & =& 3.92×{\text{10}}^{5}\phantom{\rule{0.25em}{0ex}}\frac{\text{N}}{{\text{m}}^{2}}=\text{392 kPa.}\end{array}$

Strategy for (b)

The force exerted on the dam by the water is the average pressure times the area of contact:

$F=\overline{P}A.$

Solution for (b)

We have already found the value for $\overline{P}$ . The area of the dam is $A=\text{80.0 m}×\text{500 m}=4.00×{\text{10}}^{4}\phantom{\rule{0.25em}{0ex}}{\text{m}}^{2}$ , so that

$\begin{array}{lll}F& =& \left(3.92×{\text{10}}^{5}\phantom{\rule{0.25em}{0ex}}{\text{N/m}}^{2}\right)\left(4.00×{\text{10}}^{4}\phantom{\rule{0.25em}{0ex}}{\text{m}}^{2}\right)\\ & =& 1.57×{\text{10}}^{\text{10}}\phantom{\rule{0.25em}{0ex}}\text{N.}\end{array}$

Discussion

Although this force seems large, it is small compared with the $1.96×{\text{10}}^{\text{13}}\phantom{\rule{0.25em}{0ex}}\text{N}$ weight of the water in the reservoir—in fact, it is only $0.0800%$ of the weight. Note that the pressure found in part (a) is completely independent of the width and length of the lake—it depends only on its average depth at the dam. Thus the force depends only on the water’s average depth and the dimensions of the dam, not on the horizontal extent of the reservoir. In the diagram, the thickness of the dam increases with depth to balance the increasing force due to the increasing pressure.epth to balance the increasing force due to the increasing pressure.

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