Squeezing from Every Side

The last two sections pulled a wire along its length and pushed a block sideways. Both loadings had a direction. This one does not.

Drop a steel ball into the sea and let it sink. There is no single direction in which it is being loaded. Every square millimetre of its surface is pushed inwards, perpendicular to the surface, by exactly the same pressure. Nothing is pulled, nothing slides. The ball simply becomes a slightly smaller ball.

Cube squeezed by pressure on every face, with the minus sign explained

Hydraulic stress and volume strain

Key Point - hydraulic (volume) stress: When a body is surrounded by a fluid, the force per unit area on it is perpendicular to the surface everywhere and the same everywhere. That force per unit area is the pressure, and a change in it, Δp\Delta p, is the hydraulic stress. SI unit pascal, Pa, dimensions [ML1T2][ML^{-1}T^{-2}] - the same as every other stress in this chapter.

Key Point - volume strain: volume strain=ΔVV\text{volume strain} = \frac{\Delta V}{V} the fractional change in volume. It is dimensionless, like every strain. Note the geometry: the shape does not change at all. A cube stays a cube, a sphere stays a sphere; only the size shrinks.

Put the three loadings side by side and the pattern is clean:

Stress Direction of the force Shape Volume Modulus
Tensile or compressive along one axis, perpendicular to the loaded face changes changes YY
Shearing tangential to the loaded face changes unchanged GG
Hydraulic perpendicular to every face, everywhere unchanged changes BB

The definition, and the minus sign

Look at the right-hand half of the figure and follow the bookkeeping, because this is where marks get lost.

Squeeze harder, so Δp>0\Delta p > 0. The body shrinks, so ΔV<0\Delta V < 0, and therefore ΔVV<0\frac{\Delta V}{V} < 0. The quotient ΔpΔV/V\frac{\Delta p}{\Delta V / V} is a positive divided by a negative: it is negative. Every time. For every material.

That would be an absurd thing to call a modulus - the stiffer the material, the more negative the number. So the definition carries a compensating minus sign:

Key Point - bulk modulus: B=ΔpΔV/V=VΔpΔVB = -\frac{\Delta p}{\Delta V / V} = -\frac{V\,\Delta p}{\Delta V} The minus sign is not decoration. It exists so that BB comes out positive, because an increase in pressure always produces a decrease in volume. SI unit pascal (Pa), dimensions [ML1T2][ML^{-1}T^{-2}].

Two working forms follow immediately, and they are what problems actually use:

ΔVV=ΔpB,ΔV=VΔpB\frac{\Delta V}{V} = -\frac{\Delta p}{B}, \qquad \lvert \Delta V \rvert = \frac{V\,\Delta p}{B}

In practice most problems ask for the magnitude of the fractional compression, and then ΔVV=ΔpB\frac{\lvert\Delta V\rvert}{V} = \frac{\Delta p}{B} with no signs to worry about at all. Just make sure you know which one the question wants, and never report a negative bulk modulus.

Notation

σ\sigma means Poisson's ratio, not stress; elsewhere σ\sigma often denotes stress, with ν\nu or μ\mu for Poisson's ratio, so watch the convention in whatever else you read. Hydraulic stress is simply written Δp\Delta p. The bulk modulus is BB, and its reciprocal, compressibility, is kk.

[Board Important] In the definition, always say why the minus sign is there. "The negative sign indicates that an increase in pressure produces a decrease in volume, so that BB is positive" is the sentence that earns the mark.

Compressibility, and the Numbers That Separate the States of Matter

Turning the modulus upside down

BB tells you how much pressure it takes to squeeze something. Sometimes the more natural question is the other way round: given a pressure, how much does it squeeze? That is the reciprocal.

Key Point - compressibility: k=1B=1ΔpΔVVk = \frac{1}{B} = -\frac{1}{\Delta p}\cdot\frac{\Delta V}{V} The fractional change in volume produced per unit increase in pressure. SI unit Pa1^{-1} (equivalently m2^2/N), dimensions [M1LT2][M^{-1}LT^{2}] - the dimensions of the reciprocal of pressure.

A big BB means a small kk: hard to compress. A big kk means a small BB: easy to compress. Nothing more to it than that, but the two words point in opposite directions and questions exploit the confusion.

Compressibility is the more convenient number when you want a feel for a material, because you can quote it "per atmosphere". For water, k=12.2×109=4.55×1010k = \frac{1}{2.2 \times 10^{9}} = 4.55 \times 10^{-10} Pa1^{-1}. One atmosphere is 1.013×1051.013 \times 10^{5} Pa, so

ΔVV=kΔp=4.55×1010×1.013×105=4.6×105\frac{\lvert\Delta V\rvert}{V} = k\,\Delta p = 4.55 \times 10^{-10} \times 1.013 \times 10^{5} = 4.6 \times 10^{-5}

Water loses about 0.0046% of its volume per atmosphere. That is the sense in which liquids are "practically incompressible" - not that they cannot be compressed, but that ordinary pressures do almost nothing to them.

The values, printed here

Logarithmic ladder of bulk moduli for solids, liquids and gases

Material State BB (Pa) k=1Bk = \frac{1}{B} (Pa1^{-1})
Steel solid 1.6×10111.6 \times 10^{11} 6.3×10126.3 \times 10^{-12}
Copper solid 1.4×10111.4 \times 10^{11} 7.1×10127.1 \times 10^{-12}
Iron solid 1.0×10111.0 \times 10^{11} 1.0×10111.0 \times 10^{-11}
Aluminium solid 7.2×10107.2 \times 10^{10} 1.4×10111.4 \times 10^{-11}
Brass solid 6.1×10106.1 \times 10^{10} 1.6×10111.6 \times 10^{-11}
Glass solid 3.7×10103.7 \times 10^{10} 2.7×10112.7 \times 10^{-11}
Mercury liquid 2.5×10102.5 \times 10^{10} 4.0×10114.0 \times 10^{-11}
Glycerine liquid 4.8×1094.8 \times 10^{9} 2.1×10102.1 \times 10^{-10}
Water liquid 2.2×1092.2 \times 10^{9} 4.5×10104.5 \times 10^{-10}
Carbon disulphide liquid 1.6×1091.6 \times 10^{9} 6.3×10106.3 \times 10^{-10}
Ethanol liquid 9.0×1089.0 \times 10^{8} 1.1×1091.1 \times 10^{-9}
Air at STP (isothermal) gas 1.0×1051.0 \times 10^{5} 1.0×1051.0 \times 10^{-5}

Typical measured values at ordinary temperature; real samples vary by a few per cent. Mercury is the outlier among liquids, sitting up among the solids.

Six orders of magnitude

Read that table down the middle column and the three states of matter sort themselves out:

Key Point:

  • Solids: B1011B \sim 10^{11} Pa - the least compressible.
  • Liquids: B109B \sim 10^{9} Pa - about a hundred times more compressible than solids.
  • Gases: B105B \sim 10^{5} Pa - about a million times more compressible than solids.

Steel is about 1.6×1061.6 \times 10^{6} times harder to compress than air at atmospheric pressure. That is six orders of magnitude, and it is the cleanest single number separating the states of matter anywhere in mechanics.

Why the ladder looks like that

The reason is the spacing between the particles and how tightly they are held.

  • In a solid, atoms sit in contact, held in a rigid arrangement by strong interatomic forces. Compressing the solid means pushing atoms closer than their equilibrium separation, and the repulsion there rises very steeply. Hence a huge BB.
  • In a liquid, the molecules are still touching but are not locked into a lattice; the binding is weaker, and BB drops by a factor of a hundred or so.
  • In a gas, the molecules are far apart and barely interact at all. Almost all of the volume is empty space, and pushing the molecules closer costs very little. Hence a tiny BB.

So the ordering is a direct readout of molecular structure, and it is worth being able to say that in one sentence.

[NEET Important] The comparison question - "which is most compressible, a solid, a liquid or a gas?" - is answered by gases, and the reason to give is that gas molecules are far apart and weakly coupled. Watch the wording: most compressible means smallest bulk modulus, and least compressible means largest. The two words invert.

Down in the Ocean

The classic application - and the source of most numerical questions on this topic - is a body taken deep under water.

Sea water column with pressure, volume squeeze and density plotted against depth

Step 1: get the pressure right

The pressure due to a column of liquid of density ρ\rho and depth hh is

p=ρghp = \rho g h

This is the gauge pressure - the amount by which the pressure exceeds atmospheric. The absolute pressure at that depth is pabs=patm+ρghp_{\text{abs}} = p_{\text{atm}} + \rho g h.

Key Point - say which pressure you used. The hydraulic stress on a body lowered from the surface into the sea is the change in pressure it experiences, which is the gauge pressure ρgh\rho g h; the atmosphere was already pressing on it at the surface. If a problem instead lowers a body from a vacuum, or asks for the absolute pressure, add patm=1.013×105p_{\text{atm}} = 1.013 \times 10^{5} Pa.

How much does that choice matter? At 3000 m in sea water, ρgh3.0×107\rho g h \approx 3.0 \times 10^{7} Pa, so atmospheric pressure is 0.34% of the total - negligible, but you should still be able to say which one you took. At 10 m depth it would be a third of the answer, and there it matters a great deal.

Step 2: fractional compression

ΔVV=ΔpB=ρghB\frac{\lvert\Delta V\rvert}{V} = \frac{\Delta p}{B} = \frac{\rho g h}{B}

Nothing else is needed. Notice what does not appear: the size of the body, its shape, its mass. A pebble and a submarine hull of the same material lose the same fraction of their volume at the same depth.

Worked, for water itself. At the average depth of the Indian Ocean, about 3000 m, using fresh-water values ρ=1000\rho = 1000 kg/m3^3 and g=10g = 10 m/s2^2 so the arithmetic stays clean:

p=ρgh=1000×10×3000=3.0×107 Pap = \rho g h = 1000 \times 10 \times 3000 = 3.0 \times 10^{7}\ \text{Pa} ΔVV=3.0×1072.2×109=1.36×102=1.36%\frac{\lvert\Delta V\rvert}{V} = \frac{3.0 \times 10^{7}}{2.2 \times 10^{9}} = 1.36 \times 10^{-2} = 1.36\%

Water at the bottom of the Indian Ocean occupies about 1.4% less space than the same water at the surface. State the value of gg you used - with g=9.8g = 9.8 the answer would be 1.34%, and mixing 9.8 and 10 inside one problem is how sign-and-value errors creep in.

Step 3: the density that goes with it

Squeeze the same mass into a smaller volume and it gets denser. Since ρ=mV\rho = \frac{m}{V} with mm fixed,

ρ=mV=mVΔV=ρ1ΔVV=ρ1ΔpB\rho' = \frac{m}{V'} = \frac{m}{V - \lvert\Delta V\rvert} = \frac{\rho}{1 - \frac{\lvert\Delta V\rvert}{V}} = \frac{\rho}{1 - \frac{\Delta p}{B}}

and expanding for small compressions gives the form usually quoted:

Key Point: Δρρ=ΔVV=ΔpB(to first order)\frac{\Delta \rho}{\rho} = -\frac{\Delta V}{V} = \frac{\Delta p}{B} \qquad \text{(to first order)} The fractional increase in density equals the fractional decrease in volume. Use the exact ρ=ρ1Δp/B\rho' = \frac{\rho}{1 - \Delta p / B} when the compression is more than about 1%.

The deepest point in the ocean. The Challenger Deep is about 11 km down. With sea water, ρ=1030\rho = 1030 kg/m3^3 and g=9.8g = 9.8 m/s2^2:

p=1030×9.8×11000=1.11×108 Pap = 1030 \times 9.8 \times 11000 = 1.11 \times 10^{8}\ \text{Pa}

which is about 1100 atmospheres. Then

ΔVV=1.11×1082.2×109=0.0505=5.05%\frac{\lvert\Delta V\rvert}{V} = \frac{1.11 \times 10^{8}}{2.2 \times 10^{9}} = 0.0505 = 5.05\%

and the density becomes

ρ=103010.0505=1084.8 kg/m3\rho' = \frac{1030}{1 - 0.0505} = 1084.8\ \text{kg/m}^3

an increase of about 55 kg/m3^3.

Being honest about the approximations

Three of them are hiding in that calculation, and a good answer names them.

  1. The linearised density. Using Δρ=ρΔpB\Delta\rho = \rho\frac{\Delta p}{B} directly gives 1030×1.0505=1082.01030 \times 1.0505 = 1082.0 kg/m3^3, while the exact mass-over-volume route gives 1084.8 kg/m3^3. The two differ by 2.8 kg/m3^3, about 0.25%. At 5% compression the linear formula has started to fray; at the 1.4% of the previous calculation it is still fine.
  2. ρgh\rho g h assumes the water is incompressible - but we have just finished saying that it is not. Integrating dpdz=ρ(p)g\frac{dp}{dz} = \rho(p)g with the density rising as the water is squeezed gives 1.14×1081.14 \times 10^{8} Pa at 11 km rather than 1.11×1081.11 \times 10^{8} Pa: the simple formula is about 2.5% low. At 3 km the discrepancy is only 0.7%.
  3. BB is treated as a constant. In reality the bulk modulus of water rises by roughly a tenth over 1000 atmospheres, which pushes back in the opposite direction.

None of this changes what you should write in an exam - use p=ρghp = \rho g h and ΔVV=ΔpB\frac{\Delta V}{V} = \frac{\Delta p}{B} - but knowing the size of the errors is the difference between quoting a formula and understanding one.

Solids at depth, and the radius of a squeezed sphere

For a solid object lowered to the same 11 km, swap in the solid's own BB. Steel, with B=1.6×1011B = 1.6 \times 10^{11} Pa, would lose

ΔVV=1.11×1081.6×1011=6.9×104\frac{\lvert\Delta V\rvert}{V} = \frac{1.11 \times 10^{8}}{1.6 \times 10^{11}} = 6.9 \times 10^{-4}

that is 0.069% - seventy times less than the water around it.

One more relation is worth having, because it turns a volume answer into a length answer. For a body squeezed uniformly in all directions, every linear dimension shrinks by the same fraction, so if VL3V \propto L^{3} then

ΔVV=3ΔLLΔLL=13ΔVV=Δp3B\frac{\Delta V}{V} = 3\,\frac{\Delta L}{L} \qquad \Longrightarrow \qquad \frac{\Delta L}{L} = \frac{1}{3}\cdot\frac{\Delta V}{V} = \frac{\Delta p}{3B}

So a steel sphere of radius 10 cm at a depth of 5000 m, where p=1030×9.8×5000=5.05×107p = 1030 \times 9.8 \times 5000 = 5.05 \times 10^{7} Pa, has ΔVV=3.15×104\frac{\Delta V}{V} = 3.15 \times 10^{-4} and shrinks in radius by

Δr=r3ΔVV=0.103×3.15×104=1.05×105 m\Delta r = \frac{r}{3}\cdot\frac{\Delta V}{V} = \frac{0.10}{3} \times 3.15 \times 10^{-4} = 1.05 \times 10^{-5}\ \text{m}

about 10 micrometres. Computing the new radius exactly, as r(1ΔVV)1/3r(1 - \frac{\Delta V}{V})^{1/3}, agrees with this to four significant figures - the factor of 13\frac{1}{3} is safe for any compression you will meet.

[JEE Tip] A depth problem is three lines: p=ρghp = \rho g h, then ΔVV=pB\frac{\Delta V}{V} = \frac{p}{B}, then whatever the question wants - a volume, a density or a radius. The only real decisions are which ρ\rho (fresh or sea water), which gg, and whether atmospheric pressure is included. Write all three down before you start.

The One Modulus That Works for Liquids and Gases

Why BB is different

YY and GG both need the material to hold a tangential force statically, and a fluid at rest cannot do that - it flows instead. Hydraulic stress asks for nothing of the kind. The force is perpendicular to the surface at every point, everywhere the same. A liquid can carry that, and so can a gas.

Key Point: BB is the only elastic modulus defined for all three states of matter. YY and GG exist for solids alone. That is why a table of bulk moduli can contain water and air, while a table of shear moduli cannot.

An isothermal gas: B=pB = p

Gases are the odd case, and they are odd in an instructive way.

Isotherm with tangent showing that bulk modulus equals pressure for a gas

Hold a fixed mass of ideal gas at constant temperature. Boyle's law says

pV=constantpV = \text{constant}

Differentiate both sides with respect to VV:

pdV+Vdp=0dpdV=pVp\,dV + V\,dp = 0 \qquad \Longrightarrow \qquad \frac{dp}{dV} = -\frac{p}{V}

Now put that into the definition of the bulk modulus, written with derivatives instead of finite changes:

B=VdpdV=V(pV)=pB = -V\frac{dp}{dV} = -V\left(-\frac{p}{V}\right) = p

Key Point - the isothermal bulk modulus of a gas: Bisothermal=pB_{\text{isothermal}} = p The bulk modulus of an ideal gas held at constant temperature is numerically equal to its pressure. At STP, p=1.01×105p = 1.01 \times 10^{5} Pa, so B1.0×105B \approx 1.0 \times 10^{5} Pa - which is exactly the value in the table two blocks back.

Sit with that for a moment, because it says something a solid never says.

A gas has no fixed bulk modulus at all. Steel's 1.6×10111.6 \times 10^{11} Pa is a property of steel; it is the same at sea level and in a trench. A gas's BB is whatever its pressure happens to be right now. Compress it to 100 atmospheres and its bulk modulus becomes 100 times larger - the gas has genuinely become a hundred times harder to compress further. Compressibility of a gas is k=1pk = \frac{1}{p}, which likewise changes as you use it.

And the process matters too. Squeeze the gas quickly, with no heat escaping, and it warms up as you do so, which stiffens it. That adiabatic case gives Badiabatic=γpB_{\text{adiabatic}} = \gamma p, where γ\gamma is the ratio of the specific heats, about 1.4 for air. Same gas, same pressure, a bulk modulus 40% larger, purely because of how you did the squeezing. The adiabatic case belongs to thermodynamics, and it is mentioned here only so that the phrase "isothermal bulk modulus" makes sense to you when you meet it. For this chapter, constant temperature, B=pB = p.

A caution on the linear formula for gases

ΔVV=ΔpB\frac{\Delta V}{V} = -\frac{\Delta p}{B} is a small-change relation. For a solid or a liquid that is never a problem, because Δp\Delta p is always minute compared with BB. For a gas it fails badly as soon as Δp\Delta p is comparable with pp itself.

Take air at 1 atm and add one more atmosphere. The linear formula, with B=p=1.01×105B = p = 1.01 \times 10^{5} Pa, predicts ΔVV=1.01×1051.01×105=1\frac{\lvert\Delta V\rvert}{V} = \frac{1.01 \times 10^{5}}{1.01 \times 10^{5}} = 1, that is, the gas vanishes completely. What actually happens, from pV=pV = constant, is that the volume halves: a 50% reduction, not 100%.

Key Point: For a gas, use the linear relation only when Δpp\Delta p \ll p. For a finite pressure change, go back to p1V1=p2V2p_1V_1 = p_2V_2 and work exactly.

The three moduli, finally side by side

Young's modulus YY Shear modulus GG Bulk modulus BB
Stress FA\frac{F}{A}, FF perpendicular to AA FA\frac{F}{A}, FF tangential, AA the loaded face Δp\Delta p, normal everywhere
Strain ΔLL\frac{\Delta L}{L} θ\theta (radians) ΔVV\frac{\Delta V}{V}
Shape changes changes unchanged
Volume changes unchanged changes
Formula Y=FLAΔLY = \frac{FL}{A\,\Delta L} G=FAθG = \frac{F}{A\theta} B=ΔpΔV/VB = -\frac{\Delta p}{\Delta V/V}
Sign convention none needed none needed minus, so B>0B > 0
Exists for solids solids solids, liquids, gases
Typical metal value 1011\sim 10^{11} Pa 4×1010\sim 4 \times 10^{10} Pa 1011\sim 10^{11} Pa

All three carry the unit pascal and the dimensions [ML1T2][ML^{-1}T^{-2}], because strain is always dimensionless.

The section in six lines

  • Hydraulic stress is Δp\Delta p, normal to every surface; volume strain is ΔVV\frac{\Delta V}{V}; shape does not change.
  • B=ΔpΔV/VB = -\frac{\Delta p}{\Delta V/V}, and the minus sign exists so that BB is positive, because Δp>0\Delta p > 0 forces ΔV<0\Delta V < 0.
  • Compressibility k=1Bk = \frac{1}{B}, in Pa1^{-1}: the fractional volume change per unit pressure rise.
  • Solids 1011\sim 10^{11} Pa, liquids 109\sim 10^{9} Pa, gases 105\sim 10^{5} Pa - six orders of magnitude, gases most compressible.
  • At depth hh: p=ρghp = \rho g h, ΔVV=pB\frac{\lvert\Delta V\rvert}{V} = \frac{p}{B}, Δρρ=+pB\frac{\Delta\rho}{\rho} = +\frac{p}{B}, ΔLL=p3B\frac{\Delta L}{L} = \frac{p}{3B}.
  • For an ideal gas at constant temperature, B=pB = p; it is not a fixed property of the gas.

[Board Important] Three definitions are worth memorising word for word here: hydraulic stress, volume strain, and bulk modulus with the reason for the minus sign. Between them they answer almost every two-mark question this topic generates.

Solved Examples

Values used in this section, unless a problem states otherwise: Bwater=2.2×109B_{\text{water}} = 2.2 \times 10^{9} Pa, Bsteel=1.6×1011B_{\text{steel}} = 1.6 \times 10^{11} Pa, Bcopper=1.4×1011B_{\text{copper}} = 1.4 \times 10^{11} Pa, Bglass=3.7×1010B_{\text{glass}} = 3.7 \times 10^{10} Pa, ρsea water=1030\rho_{\text{sea water}} = 1030 kg/m3^3, patm=1.013×105p_{\text{atm}} = 1.013 \times 10^{5} Pa. Every constant is restated inside the solution that uses it.

Example 1: The average depth of the Indian Ocean

The average depth of the Indian Ocean is about 3000 m. Find the fractional compression ΔVV\frac{\Delta V}{V} of water at that depth, given Bwater=2.2×109B_{\text{water}} = 2.2 \times 10^{9} Pa. Use ρ=1000\rho = 1000 kg/m3^3 and g=10g = 10 m/s2^2.

Solution:

  1. Pressure due to the water column. This is the gauge pressure; atmospheric pressure is excluded, because the water was already under it at the surface and only the change in pressure produces the extra squeeze. p=ρgh=1000×10×3000=3.0×107 Pap = \rho g h = 1000 \times 10 \times 3000 = 3.0 \times 10^{7}\ \text{Pa}

  2. Volume strain from the definition of BB: ΔVV=ΔpB=3.0×1072.2×109=1.36×102\frac{\lvert\Delta V\rvert}{V} = \frac{\Delta p}{B} = \frac{3.0 \times 10^{7}}{2.2 \times 10^{9}} = 1.36 \times 10^{-2}

Final Answer: ΔVV=1.36×102\frac{\lvert\Delta V\rvert}{V} = 1.36 \times 10^{-2}, that is a compression of about 1.36%.

Takeaway: The answer carries a minus sign if you report it as ΔVV=1.36×102\frac{\Delta V}{V} = -1.36 \times 10^{-2}, since the volume decreases; the bulk modulus itself is still positive, which is exactly what the minus sign in the definition is for. Note also that g=10g = 10 was used throughout - with g=9.8g = 9.8 the answer would be 1.34%, and mixing the two inside one problem is a guaranteed way to lose a mark.

Example 2: The bottom of the deepest trench

The deepest point of the ocean is about 11 km down. Taking ρsea water=1030\rho_{\text{sea water}} = 1030 kg/m3^3, g=9.8g = 9.8 m/s2^2 and Bwater=2.2×109B_{\text{water}} = 2.2 \times 10^{9} Pa, find the gauge pressure there, the fractional compression of the water, and its density.

Solution:

  1. Gauge pressure: p=ρgh=1030×9.8×11000=1.11×108 Pap = \rho g h = 1030 \times 9.8 \times 11000 = 1.11 \times 10^{8}\ \text{Pa} That is about 1100 atmospheres. Including patm=1.013×105p_{\text{atm}} = 1.013 \times 10^{5} Pa would change it by 0.09%, so it is left out and the answer is a gauge pressure.

  2. Fractional compression: ΔVV=1.11×1082.2×109=5.05×102=5.05%\frac{\lvert\Delta V\rvert}{V} = \frac{1.11 \times 10^{8}}{2.2 \times 10^{9}} = 5.05 \times 10^{-2} = 5.05\%

  3. Density, from mass over the compressed volume: ρ=mVΔV=ρ10.0505=10300.9495=1084.8 kg/m3\rho' = \frac{m}{V - \lvert\Delta V\rvert} = \frac{\rho}{1 - 0.0505} = \frac{1030}{0.9495} = 1084.8\ \text{kg/m}^3

Final Answer: p1.11×108p \approx 1.11 \times 10^{8} Pa, the water is squeezed by 5.05%, and its density rises to about 1085 kg/m3^3.

Takeaway: The quick route Δρ=ρΔpB\Delta\rho = \rho\frac{\Delta p}{B} gives 1030×1.0505=1082.01030 \times 1.0505 = 1082.0 kg/m3^3 instead - 2.8 kg/m3^3 lower, an error of 0.25%. At compressions of a per cent or less the two agree; at 5% the linear form has begun to fray. Say which one you used.

Example 3: A copper cube under pressure

A solid copper cube of side 10 cm is subjected to a hydraulic pressure of 7.0×1067.0 \times 10^{6} Pa. By how much does its volume change? Take Bcopper=1.4×1011B_{\text{copper}} = 1.4 \times 10^{11} Pa.

Solution:

  1. Original volume: V=(0.10)3=1.0×103 m3V = (0.10)^3 = 1.0 \times 10^{-3}\ \text{m}^3

  2. Volume strain: ΔVV=ΔpB=7.0×1061.4×1011=5.0×105\frac{\lvert\Delta V\rvert}{V} = \frac{\Delta p}{B} = \frac{7.0 \times 10^{6}}{1.4 \times 10^{11}} = 5.0 \times 10^{-5}

  3. Change in volume: ΔV=5.0×105×1.0×103=5.0×108 m3\lvert\Delta V\rvert = 5.0 \times 10^{-5} \times 1.0 \times 10^{-3} = 5.0 \times 10^{-8}\ \text{m}^3

Final Answer: The volume shrinks by 5.0×1085.0 \times 10^{-8} m3^3, that is 0.05 cm3^3, or five hundredths of a millilitre out of a litre.

Takeaway: The cube stays a cube. Each side shrinks by 13\frac{1}{3} of the volume strain, 5.0×1053=1.67×105\frac{5.0 \times 10^{-5}}{3} = 1.67 \times 10^{-5}, which is 1.671.67 micrometres on a 10 cm side. Computing the new side exactly as (VΔV)1/3(V - \lvert\Delta V\rvert)^{1/3} agrees with that to five figures.

Example 4: Compressibility, read as a per-atmosphere number

Find the compressibility of water and express it as the percentage volume change per atmosphere. Then find the pressure needed to reduce the volume of a sample of water by 0.10%.

Solution:

  1. Compressibility: k=1B=12.2×109=4.55×1010 Pa1k = \frac{1}{B} = \frac{1}{2.2 \times 10^{9}} = 4.55 \times 10^{-10}\ \text{Pa}^{-1}

  2. Per atmosphere, with patm=1.013×105p_{\text{atm}} = 1.013 \times 10^{5} Pa: ΔVV=kΔp=4.55×1010×1.013×105=4.6×105=0.0046%\frac{\lvert\Delta V\rvert}{V} = k\,\Delta p = 4.55 \times 10^{-10} \times 1.013 \times 10^{5} = 4.6 \times 10^{-5} = 0.0046\%

  3. Pressure for a 0.10% reduction. Turn the definition round: Δp=BΔVV=2.2×109×1.0×103=2.2×106 Pa\Delta p = B\,\frac{\lvert\Delta V\rvert}{V} = 2.2 \times 10^{9} \times 1.0 \times 10^{-3} = 2.2 \times 10^{6}\ \text{Pa} 2.2×1061.013×105=21.7 atmospheres\frac{2.2 \times 10^{6}}{1.013 \times 10^{5}} = 21.7\ \text{atmospheres}

Final Answer: k=4.55×1010k = 4.55 \times 10^{-10} Pa1^{-1}, or 0.0046% per atmosphere; and 22 atmospheres are needed to squeeze water by a thousandth of its volume.

Takeaway: Twenty-two atmospheres is the pressure 220 m underwater, and it buys you a tenth of a per cent. That is what "practically incompressible" means in numbers - and it is why the hydraulic brakes in a car work at all, since the fluid transmits pressure without swallowing the pedal's motion.

Example 5: A steel ball at depth

A steel ball of radius 10.0 cm is lowered to a depth of 5000 m in the sea. Find the fractional change in its volume and the change in its radius. Take ρsea water=1030\rho_{\text{sea water}} = 1030 kg/m3^3, g=9.8g = 9.8 m/s2^2 and Bsteel=1.6×1011B_{\text{steel}} = 1.6 \times 10^{11} Pa.

Solution:

  1. Gauge pressure at that depth: p=ρgh=1030×9.8×5000=5.05×107 Pap = \rho g h = 1030 \times 9.8 \times 5000 = 5.05 \times 10^{7}\ \text{Pa}

  2. Volume strain: ΔVV=5.05×1071.6×1011=3.15×104\frac{\lvert\Delta V\rvert}{V} = \frac{5.05 \times 10^{7}}{1.6 \times 10^{11}} = 3.15 \times 10^{-4}

  3. Radius. For a uniform squeeze every linear dimension shrinks by a third of the volume strain, since Vr3V \propto r^{3}: Δrr=13ΔVV=3.15×1043=1.05×104\frac{\Delta r}{r} = \frac{1}{3}\cdot\frac{\Delta V}{V} = \frac{3.15 \times 10^{-4}}{3} = 1.05 \times 10^{-4} Δr=1.05×104×0.100=1.05×105 m\Delta r = 1.05 \times 10^{-4} \times 0.100 = 1.05 \times 10^{-5}\ \text{m}

Final Answer: The volume falls by 0.0315%, and the radius shrinks by about 1.05×1051.05 \times 10^{-5} m, that is 10.5 micrometres.

Takeaway: The factor of 13\frac{1}{3} deserves a check rather than blind trust: computing the new radius exactly, as r(13.15×104)1/3r(1 - 3.15 \times 10^{-4})^{1/3}, gives the same 1.05×1051.05 \times 10^{-5} m to four significant figures. The linearisation is safe for any compression a solid will ever see.

Example 6: Finding BB from measurements

One litre of a hydraulic oil is subjected to an extra pressure of 1.0×1071.0 \times 10^{7} Pa and its volume falls by 5.0 cm3^3. Find the bulk modulus and the compressibility of the oil.

Solution:

  1. Volume strain, converting both volumes to the same unit: ΔVV=5.0×106 m31.0×103 m3=5.0×103\frac{\lvert\Delta V\rvert}{V} = \frac{5.0 \times 10^{-6}\ \text{m}^3}{1.0 \times 10^{-3}\ \text{m}^3} = 5.0 \times 10^{-3}

  2. Bulk modulus: B=ΔpΔV/V=1.0×1075.0×103=2.0×109 PaB = \frac{\Delta p}{\lvert\Delta V\rvert / V} = \frac{1.0 \times 10^{7}}{5.0 \times 10^{-3}} = 2.0 \times 10^{9}\ \text{Pa}

  3. Compressibility: k=1B=5.0×1010 Pa1k = \frac{1}{B} = 5.0 \times 10^{-10}\ \text{Pa}^{-1}

Final Answer: B=2.0×109B = 2.0 \times 10^{9} Pa and k=5.0×1010k = 5.0 \times 10^{-10} Pa1^{-1}.

Takeaway: 2.0×1092.0 \times 10^{9} Pa sits right in the liquid band of the ladder, just below water's 2.2×1092.2 \times 10^{9} Pa - a sanity check you can perform in your head. If a calculation ever hands you a liquid with B1011B \sim 10^{11} Pa, you have made an arithmetic slip somewhere.

Example 7: A glass block under ten atmospheres

A glass block of volume 0.50 m3^3 is subjected to an additional pressure of 10 atmospheres. Find the change in its volume. Take Bglass=3.7×1010B_{\text{glass}} = 3.7 \times 10^{10} Pa and patm=1.013×105p_{\text{atm}} = 1.013 \times 10^{5} Pa.

Solution:

  1. Pressure change: Δp=10×1.013×105=1.013×106 Pa\Delta p = 10 \times 1.013 \times 10^{5} = 1.013 \times 10^{6}\ \text{Pa}

  2. Volume strain: ΔVV=1.013×1063.7×1010=2.74×105\frac{\lvert\Delta V\rvert}{V} = \frac{1.013 \times 10^{6}}{3.7 \times 10^{10}} = 2.74 \times 10^{-5}

  3. Change in volume: ΔV=2.74×105×0.50=1.37×105 m3\lvert\Delta V\rvert = 2.74 \times 10^{-5} \times 0.50 = 1.37 \times 10^{-5}\ \text{m}^3

Final Answer: The block shrinks by 1.37×1051.37 \times 10^{-5} m3^3, that is 13.7 cm3^3.

Takeaway: Half a cubic metre of glass loses less than fourteen millilitres under a pressure ten times atmospheric. Watch the word additional: the stress is the pressure change, so the atmosphere the block was already sitting in does not enter.

Example 8: The bulk modulus of air

Show that the isothermal bulk modulus of an ideal gas equals its pressure, and hence find BB for air at STP. Compare it with steel.

Solution:

  1. Start from Boyle's law for a fixed mass at constant temperature: pV=constantpV = \text{constant}

  2. Differentiate, using the product rule: pdV+Vdp=0dpdV=pVp\,dV + V\,dp = 0 \qquad \Longrightarrow \qquad \frac{dp}{dV} = -\frac{p}{V}

  3. Substitute into the definition: B=dpdV/V=VdpdV=V(pV)=pB = -\frac{dp}{dV / V} = -V\frac{dp}{dV} = -V\left(-\frac{p}{V}\right) = p

  4. At STP, p=1.013×105p = 1.013 \times 10^{5} Pa, so Bair=1.01×105B_{\text{air}} = 1.01 \times 10^{5} Pa. Against steel: BsteelBair=1.6×10111.01×105=1.6×106\frac{B_{\text{steel}}}{B_{\text{air}}} = \frac{1.6 \times 10^{11}}{1.01 \times 10^{5}} = 1.6 \times 10^{6}

Final Answer: Bisothermal=pB_{\text{isothermal}} = p; for air at STP that is 1.01×1051.01 \times 10^{5} Pa, and steel is about 1.6×1061.6 \times 10^{6} times less compressible.

Takeaway: A gas has no fixed bulk modulus. Compress the air to 100 atmospheres and its BB becomes 100 times larger, because BB simply tracks pp. A solid's BB is a property of the material; a gas's BB is a property of its current state.

Example 9: Where the linear formula breaks

Air at 1.00 atm is compressed isothermally until the pressure is 2.00 atm. Find the fractional change in volume exactly, and compare with what ΔVV=ΔpB\frac{\Delta V}{V} = -\frac{\Delta p}{B} predicts.

Solution:

  1. Exactly, from p1V1=p2V2p_1V_1 = p_2V_2: V2V1=p1p2=1.002.00=0.500ΔVV=0.500=50%\frac{V_2}{V_1} = \frac{p_1}{p_2} = \frac{1.00}{2.00} = 0.500 \qquad \Longrightarrow \qquad \frac{\lvert\Delta V\rvert}{V} = 0.500 = 50\%

  2. By the linear formula, with B=p=1.013×105B = p = 1.013 \times 10^{5} Pa and Δp=1.013×105\Delta p = 1.013 \times 10^{5} Pa: ΔVV=ΔpB=1.013×1051.013×105=1.00=100%\frac{\lvert\Delta V\rvert}{V} = \frac{\Delta p}{B} = \frac{1.013 \times 10^{5}}{1.013 \times 10^{5}} = 1.00 = 100\% which claims the gas disappears entirely.

Final Answer: The exact answer is a 50% reduction. The linear formula gives 100% and is simply wrong here.

Takeaway: ΔVV=ΔpB\frac{\Delta V}{V} = -\frac{\Delta p}{B} is a small-change relation, valid while ΔpB\Delta p \ll B. For solids and liquids that is always true, since BB is enormous. For a gas, BB equals pp itself, so a pressure change of one atmosphere is not small and you must go back to p1V1=p2V2p_1V_1 = p_2V_2.

Example 10: The same squeeze, three states of matter

An extra pressure of one atmosphere, 1.013×1051.013 \times 10^{5} Pa, is applied to steel, to water and to air at STP. Find the fractional volume change in each, and comment.

Solution:

  1. Steel, B=1.6×1011B = 1.6 \times 10^{11} Pa: ΔVV=1.013×1051.6×1011=6.3×107=0.000063%\frac{\lvert\Delta V\rvert}{V} = \frac{1.013 \times 10^{5}}{1.6 \times 10^{11}} = 6.3 \times 10^{-7} = 0.000063\%

  2. Water, B=2.2×109B = 2.2 \times 10^{9} Pa: ΔVV=1.013×1052.2×109=4.6×105=0.0046%\frac{\lvert\Delta V\rvert}{V} = \frac{1.013 \times 10^{5}}{2.2 \times 10^{9}} = 4.6 \times 10^{-5} = 0.0046\%

  3. Air, where the change is not small compared with B=pB = p, so use p1V1=p2V2p_1V_1 = p_2V_2 with p2=2p1p_2 = 2p_1: ΔVV=0.50=50%\frac{\lvert\Delta V\rvert}{V} = 0.50 = 50\%

Final Answer: 0.000063% for steel, 0.0046% for water, 50% for air.

Takeaway: Water is about 70 times more compressible than steel; air is about a million times more compressible than steel. Notice that the gas had to be handled exactly while the solid and the liquid were fine with the linear formula - the same distinction as in the previous example, now with a reason attached.

Example 11: Density of water at 4000 m

Find the density of sea water at a depth of 4000 m. Take the surface density as 1030 kg/m3^3, g=9.8g = 9.8 m/s2^2 and Bwater=2.2×109B_{\text{water}} = 2.2 \times 10^{9} Pa.

Solution:

  1. Gauge pressure: p=ρgh=1030×9.8×4000=4.04×107 Pap = \rho g h = 1030 \times 9.8 \times 4000 = 4.04 \times 10^{7}\ \text{Pa}

  2. Volume strain: ΔVV=4.04×1072.2×109=1.84×102\frac{\lvert\Delta V\rvert}{V} = \frac{4.04 \times 10^{7}}{2.2 \times 10^{9}} = 1.84 \times 10^{-2}

  3. Density, from mass over compressed volume: ρ=103010.0184=10300.9816=1049.3 kg/m3\rho' = \frac{1030}{1 - 0.0184} = \frac{1030}{0.9816} = 1049.3\ \text{kg/m}^3

Final Answer: About 1.05×1031.05 \times 10^{3} kg/m3^3, an increase of roughly 19 kg/m3^3.

Takeaway: The linearised route, ρ=1030(1+0.0184)=1048.9\rho' = 1030(1 + 0.0184) = 1048.9 kg/m3^3, is only 0.4 kg/m3^3 away here - at a compression under 2% the two agree to within 0.04%. Compare that with the 2.8 kg/m3^3 gap at 11 km and you can see exactly where the linear formula starts to matter.

Example 12: Reading the definition backwards

The bulk modulus of a certain liquid is 2.5×1092.5 \times 10^{9} Pa. (a) What is its compressibility? (b) What pressure is needed to reduce a 2.0 litre sample to 1.99 litres? (c) If instead the same pressure were applied to a solid with B=1.0×1011B = 1.0 \times 10^{11} Pa, what fraction of its volume would it lose?

Solution:

(a) k=1B=12.5×109=4.0×1010 Pa1k = \frac{1}{B} = \frac{1}{2.5 \times 10^{9}} = 4.0 \times 10^{-10}\ \text{Pa}^{-1}

(b) The volume strain required is ΔVV=2.001.992.00=0.012.00=5.0×103\frac{\lvert\Delta V\rvert}{V} = \frac{2.00 - 1.99}{2.00} = \frac{0.01}{2.00} = 5.0 \times 10^{-3} so Δp=BΔVV=2.5×109×5.0×103=1.25×107 Pa\Delta p = B\,\frac{\lvert\Delta V\rvert}{V} = 2.5 \times 10^{9} \times 5.0 \times 10^{-3} = 1.25 \times 10^{7}\ \text{Pa}

(c) With the same Δp\Delta p and the solid's much larger BB, ΔVV=1.25×1071.0×1011=1.25×104\frac{\lvert\Delta V\rvert}{V} = \frac{1.25 \times 10^{7}}{1.0 \times 10^{11}} = 1.25 \times 10^{-4}

Final Answer: (a) 4.0×10104.0 \times 10^{-10} Pa1^{-1}; (b) 1.25×1071.25 \times 10^{7} Pa, about 123 atmospheres; (c) 1.25×1041.25 \times 10^{-4}, that is 0.0125%.

Takeaway: Part (c) is part (b) with one number swapped, and the answer drops by a factor of 40 - exactly the ratio of the two bulk moduli. Every one of these problems is the same single relation, ΔVV=ΔpB\frac{\lvert\Delta V\rvert}{V} = \frac{\Delta p}{B}, rearranged for whichever of the three quantities is missing.