Statement - Pascal's law states that if the fluid is at rest, the intensity of pressure at a point will be same in all directions.
Proof - Consider a small wedge shaped element in a fluid is at rest.
The forces acting on the element are:
(1) Weight of the element acting vertically downward.
(2) Pressure forces acting normal to the surface
Let,
Px = pressure acting on face AB
Py = pressure acting on face AC
PS = pressure acting on face BC
w = specific weight of the liquid
Force on face Ab = Px X area of face AB = Px X ( dy X 1) = Pxdy
Force on face AC = Py X area of face AC = Px X ( dy X 1) = Pydx
Force on face BC = Ps X area of face BC = Px X ( ds X 1) = Psds
Weight of fluid element = specific weight X volume
W = w X (area of triangular element X depth)
W = w X 1/2 (dx X dy X 1)
W = 1/2 w dxdy
As the fluid element is in equilibrium,
ΣFx = 0 and ΣFy = 0
ΣFx = Algebraic sum of all the forces acting in x- direction = 0
So, Pxdy - Psds sinθ = 0
Pxdy = Psds sinθ ( Psds sinθ is the horizontal component of force on face BC)
Pxdy = Psdy ( ∵ dy = ds sinθ)
So, Px = Ps ( equation 1)
ΣFy = algebraic sum of all forces along Y direction = 0
Or, Pydx - 1/2 w dxdy - Psds. Cosθ = 0 ( equation 2)
If the size of the element approaches smaller and smaller dimensions then the term
[ 1/2w dxdy] will be zero.
So,
Pydx = Psds. Cosθ
Pydx = Psdx. (∵ dsCosθ = dx)
Py = Ps ( equation 3)
On comparing equation 1 and 2
Px = Py = Ps ( equation 4)
As equation 4 is independent of θ which is an arbitrary angle, pressure is same in all direction in stationary fluid.
Very simple derivation👌👌👌👌
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