Skip to main content

Pascal's law

Short answer

Pascal's law: pressure at a point in a static fluid is equal in all directions. Proof: on a small wedge element, horizontal and vertical force balances yield pₓ = p_z and p_y = p_z as size → 0. Applied in hydraulic presses and jacks.

State and prove Pascal's law.

Pascal's law: the pressure at a point in a fluid at rest is the same in all directions, i.e. px=py=pzp_x = p_y = p_z.

Proof

Consider a small wedge-shaped fluid element at rest, of unit width perpendicular to the paper, with sides dxdx (horizontal), dydy (vertical) and inclined face dsds at angle θ\theta to the vertical.

          |\
          | \  ds  (pressure p_z
   p_x -> |  \       normal to it)
       dy |   \
          |    \
          |_____\
            dx
            ^ p_y

Pressures: pxp_x on the vertical face, pyp_y on the bottom face, pzp_z on the inclined face. Geometry: dy=dscos⁡θdy = ds\cos\theta, dx=dssin⁡θdx = ds\sin\theta (with θ\theta the angle between the inclined face and the vertical).

Since the fluid is at rest, there are no shear forces; only pressure forces and weight act.

Horizontal equilibrium:

px(dy⋅1)−pz(ds⋅1)cos⁡θ=0p_x (dy \cdot 1) - p_z (ds \cdot 1)\cos\theta = 0

Using dscos⁡θ=dyds\cos\theta = dy: px dy=pz dy⇒px=pzp_x\,dy = p_z\,dy \Rightarrow p_x = p_z.

Vertical equilibrium:

py(dx⋅1)−pz(ds⋅1)sin⁡θ−ρgdx dy2⋅1=0p_y (dx\cdot 1) - p_z (ds\cdot 1)\sin\theta - \rho g \frac{dx\, dy}{2}\cdot 1 = 0

Using dssin⁡θ=dxds\sin\theta = dx:

py dx−pz dx−ρgdx dy2=0p_y\,dx - p_z\,dx - \rho g \frac{dx\,dy}{2} = 0

As the element shrinks to a point (dy→0dy \to 0), the weight term (second-order small) vanishes, so py=pzp_y = p_z.

Therefore

px=py=pzp_x = p_y = p_z

Since θ\theta was arbitrary, the pressure at a point is the same in every direction.

Applications

Hydraulic press, hydraulic jack and brakes, where a small force on a small piston gives a large force on a large piston (F2=F1A2/A1F_2 = F_1 A_2/A_1).

✓ Answer checked by Claude Opus 5.5 (high effort)

All Hydro Power chapter 1 questions →