Let a Fluid at rest having density ρ contained in a cylindrical vessel. Let the two point a and b separated by a vertical distance h.
![Variation Of Pressure With Depth](https://mrmanojpandey.com/wp-content/uploads/2023/12/Variation_of_pressure_with_depth.jpg)
Now, we consider an imaginary cylinder of fluid of cross sectional area A, such that point a and b lie on its upper and lower circular faces respectively. Then weight of the fluid cylinder acting downwards,
W=mg = Volume × Density × g = Ahρg
[ mass = volume × density and V = Ah]
As the fluid is at rest the resultant horizontal forces should be zero and the resultant vertical forces should balance the weight of the element.
![Variation Of Pressure With Depth](https://mrmanojpandey.com/wp-content/uploads/2023/12/Variation-of-pressure-with-depth1.jpg)
Hence, the pressure difference depends on the vertical height, density of the fluid and the acceleration due to gravity.
If point a is shifted to the fluid surface, which is open to the atmosphere, then we can replace P₁ by atmospheric pressure Pₐ and P₂ by P, then
Pressure, P = Pₐ+ρgh
This, the pressure P at depth below the surface of a liquid open to the atmosphere is greater than atmospheric pressure by an amount ρgh.
This excess of pressure at depth h in liquid P-Pₐ=ρgh is called gauge pressure at point b, while point a is at the liquid surface.