Theory of Intelligence
11TH•Physics•Solids And Fluid Dynamics•Equation of Continuity

5.9 Equation of Continuity

Conservation of mass: A₁v₁ = A₂v₂ for incompressible steady flow.

5.9 Equation of Continuity

Statement:

The product of cross-sectional area of the pipe and the fluid speed (i.e., AvAv) at any point along the pipe is a constant. This constant is equal to the volume flow per second of the fluid or simply the flow rate.

Thus Av=Constant=Volume/TimeAv = \text{Constant} = \text{Volume}/\text{Time}

Consider a fluid flowing through a pipe of non-uniform size.

The particles in the fluid move along the same lines in a steady state flow as shown in Fig 5.15.

If we consider the flow for a short interval of time Δt\Delta t, the fluid at the lower end of the tube covers a distance Δx1\Delta x_{1} with a velocity v1v_{1}, then distance covered by the fluid is:

Δx1=v1Δt…(5.13)\Delta x_{1} = v_{1}\Delta t \quad \ldots (5.13)

Let A1A_{1} be the area of cross-section of the lower end, then volume of the fluid that flows into the tube at A1A_{1} is:

V=A1Δx1=A1v1ΔtV = A_{1}\Delta x_{1} = A_{1}v_{1}\Delta t

If ρ1\rho_{1} is the density of the fluid, then the mass of the fluid contained in the shaded region (through A1A_{1}) is:

Δm1=Volume×Density=A1v1Δt×ρ1\Delta m_{1} = \text{Volume} \times \text{Density} = A_{1}v_{1}\Delta t \times \rho_{1}

Similarly, the mass of the fluid that moves with velocity v2v_{2} through the upper end of the pipe having cross-sectional area A2A_{2} in the same time Δt\Delta t is given by:

Δm2=A2v2Δt×ρ2\Delta m_{2} = A_{2}v_{2}\Delta t \times \rho_{2}

where ρ2\rho_{2} is the density of the fluid flowing out through A2A_{2} and Δm2\Delta m_{2} indicates small mass.

If the fluid is incompressible and the flow is steady, the mass of the fluid is conserved. That is the mass flowing into the bottom of the pipe through A1A_{1} in a time Δt\Delta t must be equal to the fluid flowing out through A2A_{2} in the same time. Therefore:

Δm1=Δm2…(5.14)\Delta m_{1} = \Delta m_{2} \quad \ldots (5.14)

So A1v1Δt×ρ1=A2v2Δt×ρ2A_{1}v_{1}\Delta t \times \rho_{1} = A_{2}v_{2}\Delta t \times \rho_{2}

or

A1v1ρ1=A2v2ρ2…(5.15)A_{1}v_{1}\rho_{1} = A_{2}v_{2}\rho_{2} \quad \ldots (5.15)

Equation (5.15) is called the equation of continuity. Since density is constant for the steady flow of incompressible fluid, therefore, the equation of continuity becomes:

A1v1=A2v2…(5.16)A_{1}v_{1} = A_{2}v_{2} \quad \ldots (5.16)

Equation (5.16) states that in steady flow, the rate of flow of the fluid inward is equal to the rate of flow of the fluid outward.

This equation justifies the conservation of mass of the fluid which is flowing through a pipe.

Example 5.4

A water hose with an internal diameter of 20 mm20\,\mathrm{mm} at the outlet discharge 30 kg30\,\mathrm{kg} of water in 60 s60\,\mathrm{s}. Calculate the water speed at the outlet. Assume the density of water is 1000 kg/m31000\,\mathrm{kg/m^{3}} and its flow is steady.

Solution

Internal diameter of water hose D=20 mm=0.02 mD = 20\,\mathrm{mm} = 0.02\,\mathrm{m}

Radius r=D/2=0.02/2=0.01 mr = D/2 = 0.02/2 = 0.01\,\mathrm{m}

Mass of water m=30 kgm = 30\,\mathrm{kg}

Time taken t=60 st = 60\,\mathrm{s}

Density of water ρ=1000 kg/m3\rho = 1000\,\mathrm{kg/m^{3}}

Speed of water v=?v = ?

Mass flow per second =m/t=30 kg/60 s=0.5 kg s−1= m/t = 30\,\mathrm{kg}/60\,\mathrm{s} = 0.5\,\mathrm{kg\,s^{-1}}

Cross-sectional area A=πr2=3.14×(0.01 m)2=3.14×10−4 m2A = \pi r^{2} = 3.14 \times (0.01\,\mathrm{m})^{2} = 3.14 \times 10^{-4}\,\mathrm{m^{2}}

From equation of continuity, the mass of water discharging per second through area AA is:

ρAv=Mass/Second\rho Av = \text{Mass}/\text{Second} v=Mass/SecondρA=0.5 kg s−11000 kg/m3×3.14×10−4 m2=1.6 m s−1v = \frac{\text{Mass}/\text{Second}}{\rho A} = \frac{0.5\,\mathrm{kg\,s^{-1}}}{1000\,\mathrm{kg/m^{3}} \times 3.14 \times 10^{-4}\,\mathrm{m^{2}}} = 1.6\,\mathrm{m\,s^{-1}}

Discuss theoretical concepts, mathematical formulas, and architectural foundations.

Supports inline code with `backticks`
No comments yet. Be the first to start the discussion!