Unit 5, lesson 70

Work, Energy, and Hydrostatic Force

How to compute the work done by a force that changes along the way, the work needed to stretch springs and pump liquids, and the force water puts on a submerged wall.

  • Theory part 139
  • Practice part 140
  • Applications of Integration

Pushing a box across the floor with a steady force is simple. Force times distance gives the work. But a spring pushes back harder the more you stretch it, and when you pump water out of a tank, the water at the bottom has farther to go than the water at the top. Integrals handle both problems by adding up many small pieces where the simple rule still holds.

Key terms

Units

Definition In SI units force is measured in newtons, distance in meters and work in joules, where

1 N=1 kg⋅m/s2,1 J=1 N⋅m.1 \ \text{N} = 1 \ \text{kg} \cdot \text{m}/\text{s}^2, \qquad 1 \ \text{J} = 1 \ \text{N} \cdot \text{m}.

Pressure is force per unit area, measured in pascals, 1 Pa=1 N/m21 \ \text{Pa} = 1 \ \text{N}/\text{m}^2. In US customary units force is measured in pounds, distance in feet and work in foot-pounds. A mass mm near the surface of the earth has weight mgmg with g≈9.8 m/s2g \approx 9.8 \ \text{m}/\text{s}^2.

In plain words Always check that the units on both sides of a formula agree. In SI, a mass in kilograms must be multiplied by gg to give a force in newtons, while a weight in pounds is already a force.

Example Lifting a 2020 kg box straight up by 33 m takes a force equal to its weight, 20⋅9.8=19620 \cdot 9.8 = 196 N, so the work is 196⋅3=588196 \cdot 3 = 588 J.

Variable force and the work integral

Definition Suppose an object moves along the xx axis from x=ax = a to x=bx = b, with a<ba < b, under a force F(x)F(x) acting along the axis, where FF is continuous on [a,b][a, b]. The work done by the force is

W=∫abF(x) dx.W = \int_a^b F(x) \, dx.

This comes from cutting [a,b][a, b] into nn pieces of length Δx=(b−a)/n\Delta x = (b - a)/n, choosing a point xi∗x_i^* in the iith piece, treating the force as the constant F(xi∗)F(x_i^*) on that piece, and taking the limit of the Riemann sums

W=lim⁡n→∞∑i=1nF(xi∗) Δx.W = \lim_{n \to \infty} \sum_{i=1}^{n} F(x_i^*) \, \Delta x.

In plain words On a very short stretch the force barely changes, so force times distance is almost exact there. The integral adds up all those short stretches.

Example A force of F(x)=x2+2xF(x) = x^2 + 2x newtons moves an object from x=1x = 1 m to x=3x = 3 m. The work is

∫13(x2+2x) dx=[x33+x2]13=18−43=503≈16.7 J.\int_1^3 (x^2 + 2x) \, dx = \left[ \frac{x^3}{3} + x^2 \right]_1^3 = 18 - \frac{4}{3} = \frac{50}{3} \approx 16.7 \ \text{J}.

Springs

Definition Hooke’s law says that, within the elastic limit of the spring, the force needed to hold a spring stretched or compressed xx units beyond its natural length is

F(x)=kx,F(x) = kx,

where k>0k > 0 is the spring constant. Here x=0x = 0 is the natural length, x>0x > 0 means stretched and x<0x < 0 means compressed. The work needed to stretch the spring from x=ax = a to x=bx = b is

∫abkx dx=k2(b2−a2).\int_a^b kx \, dx = \frac{k}{2}\left(b^2 - a^2\right).

In plain words The spring fights back in proportion to how far you have pulled it, so the force starts at zero and grows steadily. Always measure xx from the natural length, not from the total length.

Example A force of 4040 N holds a spring 0.20.2 m beyond its natural length, so k=40/0.2=200k = 40 / 0.2 = 200 N/m. Stretching it from its natural length to 0.30.3 m beyond takes

∫00.3200x dx=100(0.3)2=9 J.\int_0^{0.3} 200x \, dx = 100 (0.3)^2 = 9 \ \text{J}.

Lifting and pumping

Definition To find the work needed to lift a body of liquid, cut it into thin horizontal layers. If a layer at height yy with thickness Δy\Delta y has volume A(y) ΔyA(y) \, \Delta y, the liquid has constant density ρ\rho, and the layer must be lifted a distance D(y)D(y), then the work for that layer is about ρgA(y)D(y) Δy\rho g A(y) D(y) \, \Delta y. When the liquid fills heights a≤y≤ba \le y \le b and AA and DD are continuous, the total work is

W=∫abρg A(y) D(y) dy.W = \int_a^b \rho g \, A(y) \, D(y) \, dy.

The same idea works for cables and chains, where each small piece is lifted its own distance.

In plain words Every thin layer is lifted as a whole by the same amount, so its work is weight times distance. Different layers travel different distances, and the integral adds them up.

Example A cylindrical tank of radius 22 m and height 55 m is full of water, with ρ=1000 kg/m3\rho = 1000 \ \text{kg}/\text{m}^3. Measure yy up from the bottom. A layer at height yy has volume 4π Δy4\pi \, \Delta y and must rise 5−y5 - y meters to leave over the top. The work to empty the tank is

∫051000⋅9.8⋅4π (5−y) dy=39200π⋅252=490000π≈1.54×106 J.\int_0^5 1000 \cdot 9.8 \cdot 4\pi \, (5 - y) \, dy = 39200\pi \cdot \frac{25}{2} = 490000\pi \approx 1.54 \times 10^6 \ \text{J}.

Kinetic and potential energy

Definition An object of mass mm moving with velocity vv has kinetic energy

K=12mv2.K = \frac{1}{2} m v^2.

Suppose it moves along the xx axis with position x(t)x(t), twice differentiable, and the net force on it depends only on position, given by a continuous function F(x)F(x). Newton’s second law F(x(t))=mx′′(t)F(x(t)) = m x''(t) and the substitution x=x(t)x = x(t) give the work energy theorem

∫x(t0)x(t1)F(x) dx=12mv(t1)2−12mv(t0)2.\int_{x(t_0)}^{x(t_1)} F(x) \, dx = \frac{1}{2} m v(t_1)^2 - \frac{1}{2} m v(t_0)^2.

A differentiable function UU with U′(x)=−F(x)U'(x) = -F(x) on an interval is a potential energy for FF there, and then for aa and bb in that interval the work done by FF from aa to bb is U(a)−U(b)U(a) - U(b). For gravity near the earth’s surface, U=mghU = mgh at height hh.

In plain words Net work changes how fast an object moves. Work done against gravity is not lost but stored as potential energy, and it comes back as speed when the object falls.

Example A net force does 2525 J of work on a 22 kg ball that starts at rest. Then 12⋅2⋅v2=25\frac{1}{2} \cdot 2 \cdot v^2 = 25, so the ball ends at v=5v = 5 m/s. Lifting a 0.50.5 kg book from the floor to a shelf 22 m up raises its potential energy by 0.5⋅9.8⋅2=9.80.5 \cdot 9.8 \cdot 2 = 9.8 J.

Hydrostatic pressure

Definition In a fluid at rest with constant density ρ\rho, the pressure caused by the fluid at depth dd below the surface is

P=ρgd.P = \rho g d.

This leaves out the air pressure on the surface, which acts on both sides of most walls and so usually cancels. For water ρg≈1000⋅9.8=9800 N/m3\rho g \approx 1000 \cdot 9.8 = 9800 \ \text{N}/\text{m}^3.

In plain words The deeper you go, the more water sits above you, and the pressure grows in exact proportion to depth.

Example At a depth of 33 m in water the pressure is 9800⋅3=294009800 \cdot 3 = 29400 Pa, about 29.429.4 kilopascals.

Pascal’s principle

Definition At any point in a fluid at rest, the pressure is the same in every direction. Together with P=ρgdP = \rho g d this means the pressure depends only on depth. A flat horizontal plate of area AA at depth dd therefore feels the force

F=PA=ρgdA.F = PA = \rho g d A.

In plain words A small sensor at a given depth reads the same pressure whether it faces up, down or sideways. Only depth matters.

Example A horizontal plate of area 2 m22 \ \text{m}^2 lies at the bottom of a pool 33 m deep. The water pushes on it with 9800⋅3⋅2=588009800 \cdot 3 \cdot 2 = 58800 N.

Force on submerged plates

Definition Let a flat plate stand vertically in a fluid of constant density ρ\rho. Measure depth xx downward from the surface, and suppose the plate occupies the depths a≤x≤ba \le x \le b with width w(x)w(x) at depth xx, where ww is continuous on [a,b][a, b]. The total force of the fluid on one side of the plate is

F=∫abρg x w(x) dx.F = \int_a^b \rho g \, x \, w(x) \, dx.

In plain words A vertical plate has no single depth, so cut it into thin horizontal strips. Each strip has nearly constant depth, so its force is pressure times area, ρgx⋅w(x) Δx\rho g x \cdot w(x) \, \Delta x. Then add the strips.

Example A vertical triangular plate has a 44 m edge along the water surface and its third corner 33 m below. At depth xx its width is w(x)=4(1−x3)w(x) = 4\left(1 - \frac{x}{3}\right). The force is

∫039800 x⋅4(1−x3)dx=39200[x22−x39]03=39200⋅32=58800 N.\int_0^3 9800 \, x \cdot 4\left(1 - \frac{x}{3}\right) dx = 39200 \left[ \frac{x^2}{2} - \frac{x^3}{9} \right]_0^3 = 39200 \cdot \frac{3}{2} = 58800 \ \text{N}.

Check yourself

  1. Stretching a spring from its natural length to 0.20.2 m beyond takes 66 J of work. What is the spring constant?
Show the answer

The work is

∫00.2kx dx=k2(0.04)=0.02k,\int_0^{0.2} kx \, dx = \frac{k}{2}(0.04) = 0.02k,

and setting 0.02k=60.02k = 6 gives k=300k = 300 N/m.

  1. A force F(x)=6x2F(x) = 6x^2 newtons moves an object from x=0x = 0 to x=2x = 2 m. How much work does it do?
Show the answer

The work is

∫026x2 dx=2x3∣02=16 J.\int_0^2 6x^2 \, dx = 2x^3 \Big\vert_0^2 = 16 \ \text{J}.
  1. A square plate with side 22 m stands vertically in water with its top edge on the surface. Find the force of the water on one side.
Show the answer

The width is 22 at every depth, so the force is

F=∫029800⋅x⋅2 dx=9800⋅4=39200 N.F = \int_0^2 9800 \cdot x \cdot 2 \, dx = 9800 \cdot 4 = 39200 \ \text{N}.

How this lesson connects

It also uses physical units.