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A fluid is a substance, such as liquid or gas that has no rigidity like solids. Liquids are distinguished from gases by the presence of a surface. As fluids have no rigidity, they fail to support a shear stress. When a fluid is subjected to a shear stress, the layers of the fluid slide relative to each other. This characteristic gives the fluid, an ability to flow or change shapes.
Note: Fluids obey Newton's laws of motion. Any infinitesimal volume of fluid accelerates according to net force acting on it.
Under static condition, the only force component that needs to be considered is one that acts normal or perpendicular to the surface of the fluid. No matter what the shape of a fluid, forces between the interior & exterior are at right angles to the fluid boundary.
The magnitude of normal force per unit surface area is called pressure. Pressure is a scalar quantity and has no directional properties.
The force ΔF-> exerted by a fluid against the fluid surface depends on the pressure r according to
ΔF-> = ρΔA->.
where ΔA-> is the area vector (taken along the outward normal).
Consider an elemental area dA inside a fluid, the fluid on one side of area dA presses the fluid on the other side and vice-versa. We define the pressure p a that point as the normal force per unit area, i.e.
p = dF | /dA
If the pressure is same at all the points of a finite plane surface with area A, then
p = F | /dA ; where F | is the normal force on one side of the surface.
The SI unit of pressure is 'pascal'; where 1 pascal = 1 Pa = 1 N/m2
The pressure inside a fluid can be calculated by considering the following.
If we analyse the force acting on surface CD we have to take into account the weight of the fluid column just above CD (other parts of the liquid cannot exert any force because liquid cannot exert shear stress).
Considering the pressure at the free surface to be r0, the force acting on the layer of fluid at CD = ρ0A + ρhAg, where ρ = density of liquid.
= (ρ0 + ρgh)A
Hence, pressure acting at any point on CD = (ρ0 + ρgh)/A
= ρ0 + ρgh.
Variation of Pressure in a stationary fluid
For any liquid of density r, the total pressure at a depth 'h' is given by ρ = Pressure at a liquid surface (ρ0) + Pressure due to liquid column.
ρ = ρ0 + ρgh
Total pressure at M, rM = r0 + rgh If the pressure at the surface (ρ0) is changed, an equal change in pressure is felt at all depths i.e. throughout the liquid.
Pause: This phenomenon will be described while discussing Pascal's law.
Suppose the pressure at the liquid surface is altered by Δr, then the pressure at M is ρM = ρ0' + hρg =
Where ρ0' = ρ0 + Δρ
Then, ρM = ρ0 + Δρ + hρg
Enquiry: Does a fluid exert force on the surface of a container in which it is kept?
Fluids exert force on all surfaces in contact with them. They exert thrust in a direction normal to the surface in contact. The understand this, let us consider a surface in contact with a fluid. Let a be the area of the surface in contact. If the fluid pressure P on this area is same everywhere, then thrust on the surface F=PA along the normal to the surface.
\ Thrust due to fluid = ρghA = Vρg,
where V = Volume of the fluid.
Hence, the thrust on a surface depends on the volume of fluid above it. This suggests that if a body is immersed in a fluid the thrust on the lower surface will be more than that on the upper surface.
It I the pressure of the earth's atmosphere. Normal atmospheric pressure at sea level (an average value) is 1 atmosphere (atm) which is equal to
1.013 × 105 Pa.
- Fluid force acts perpendicular to any surface in the fluid, not matter how that surface is oriented. Hence, pressure has no intrinsic direction of its own, i.e. It is a scalar.
- The excess pressure above atmospheric pressure is called gauge pressure, and total pressure is called absolute pressure
Variation of pressure with depth
(i) Let pressure at A is P1 and pressure at B is P2
Then, p2 ΔS = p1 ΔS + ρg ΔS (y2 - y1)
or p2 = p1 + ρg (y2 - y1)
The pressure increases with depth (y),
i.e. dp/dy = rg; where r = density of the fluid (kg/m3).
(ii) Pressure is same at two points in the same horizontal level.
As body is in equilibrium, P1 Δ = P2 ΔS
or P1 = P2
Variation of pressure along horizontal in accelerating fluids
(i) If the container is open at the top the shape of the liquid changes,
From equilibrium considerations:
The shaded element accelerates to the right.
=> p1 ΔS - p2 ΔS = mao = (ρl ΔS) ao ... (1)
p1 = h1 ρg + po; P2 = h2 ρg + Po
or P1 - P2 = (h1 - h2) ρg
tan θ = h2 - h1/l ... (2)
(P1 - P2) = ρl ao
or (h1 - h2) ρg = ρl ao
or (h1 - h2) /l = ao/g
tan θ = (ao/g)
(ii) If the container is completely filled and closed the pressure varies vertically as well as horizontally i.e.
dP/dy = -ρg and
dP/dx = -ρao
A change in the pressure applied to an enclosed fluid is transmitted undiminished to every portion of the fluid and to the walls of the containing vessel.
Water is poured to same level in each of the vessels shown in the figure, all having the same base area. In which vessel is the force experienced by the base maximum?
A vertical U-tube of uniform cross-section contains mercury in both arms. A glycerine (relative density = 1.30 column of length 10 cm is introduced into one of the arms. Oil of density 800 kg m-3 is poured into the other arm until the upper surface of the oil and glycerine are the same horizontal level. Find the length of the oil column. Density of mercury is 13.6 × 103 kgm-3.
Pressure at A and B must be same.
Pressure at A = p0 + 0.1 × (1.3 × 1000) × g
Where p0 = atmospheric pressure
Pressure at B = p0 + h × 800 × g + (0.1 - h) × 13.6 × 1000 g
\ p0 + 0.1 × 1300 × g
= po + 800 gh + 1360 g - 13600 × g × h
or h = 9.6 cm
For the arrangement shown in the figure, what is the density of oil?
psurface = po + ρw . gl
psurface = po + ρoil (l + d)g
=> ρoil = (ρω.l)/(l+d)
= 1000(135)/(135+12.3) = 916 kg/m3
A body of density r is released gently on the surface of a layer of liquid of depth 'd' and density s (r > s). Show it will reach the bottom of the liquid after a time [2dρ/g(ρ-σ)]1/2.
If V is volume of body, the weight of body
= mg = (Vr)g
Upthrust exerted by liquid on body = Vsg
\ Effective weight of body in liquid
Weff = Vrg - Vsg = V(r - s)g
Acceleration of body in liquid, a = Weff/m
= v(ρ-σ)g/vρ = (ρ-σ)/ρ *g
From relation h = ut + 1/2 at2
We get d = 0 + 1/2 at2
=> t = √2d/a