Mass flow rate of a fluid with non-uniform density

A strange fluid completely fills the pipe of radius r = 1 m r = 1\text{ m} through which it flows with speed v = 1 2 ln 3 m s . v = \frac{1}{2-\ln 3} \frac{\text{m}}{\text{s}}. If the density varies radially according to ρ ( r ) = 1000 π ( 1 + 2 r ) , \rho(r) = \frac{1000}{\pi (1 + 2r)}, what is the mass flow rate in kg s ? \frac{\text{kg}}{\text{s}}?


The answer is 500.

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2 solutions

July Thomas
Jun 7, 2016

Relevant wiki: Continuity Equation (Fluids)

Mass flow rate is m ˙ = ρ A v . \dot{m} = \rho Av. Since the density ρ \rho varies, an integral of the form m ˙ = ρ ( r ) v d A \dot{m} = \int\rho(r) v dA needs to be evaluated.

m ˙ = ρ ( r ) v d A = 0 1 ( 1000 π ( 1 + 2 r ) ) v ( 2 π r d r ) = 2000 v 0 1 r 1 + 2 r d r \dot{m} = \int\rho(r) v dA = \int_0^1 \Big( \frac{1000}{\pi(1+2r)} \Big) v (2\pi r dr) = 2000v \int_0^1 \frac{r}{1+2r} dr

In order to evaluate r 1 + 2 r d r \int \frac{r}{1+2r} dr set u = 2 r + 1. u = 2r+1.

r 1 + 2 r d r = u 1 2 u ( 1 2 d u ) = 1 4 ( 1 1 u ) d u = 1 4 ( u ln u ) = 1 4 [ 2 r + 1 ln ( 2 r + 1 ) ] \int \frac{r}{1+2r} dr = \int \frac{u-1}{2u} \big( \frac12 du \big) = \frac14 \int (1 - \frac{1}{u} ) du = \frac14 (u - \ln u) = \frac14 [2r+1 - \ln(2r+1)]

Evaluate the definite integral.

1 4 0 1 r 1 + 2 r d r = 1 4 [ ( 3 ln 3 ) ( 1 ln 1 ) ] = 1 4 ( 2 ln 3 ) \frac14 \int_0^1 \frac{r}{1+2r} dr = \frac14 [ (3-\ln 3) - (1-\ln 1) ] = \frac14 (2 - \ln 3)

Using this along with the give v = 1 2 ln 3 v = \frac{1}{2-\ln3} gives

m ˙ = 2000 ( 1 2 ln 3 ) [ 1 4 ( 2 ln 3 ) ] = 500 kg s . \dot{m} = 2000 \big( \frac{1}{2-\ln3} \big) [\frac14 (2 - \ln 3)] = 500 \frac{\text{kg}}{\text{s}}.

David Orrell
Jul 7, 2017

First principles help no end on problems like this. Imagine taking an infinitesimally thin ring, centred around the central axis of the pipe. Give the inner radius of this ring as r r and the outer radius r + δ r r+ \delta r . Then the area of the ring is:

δ A = π ( r + δ r ) 2 π r 2 = π ( 2 r δ r + ( δ r ) 2 ) 2 π r δ r \delta A = \pi(r+ \delta r)^{2} - \pi r^{2} = \pi(2r \delta r + (\delta r)^{2}) \approx 2\pi r \delta r

In one second, the distance travelled along the axis of the pipe by this ring is v v metres. So:

δ V = v δ A = 2 π r v δ r \delta V = v \delta A = 2\pi rv \delta r

Then the mass of this ring's flow is:

δ m = ρ ( r ) δ V = 2 π r v ρ ( r ) δ r \delta m = \rho(r)\delta V = 2\pi rv \rho(r) \delta r

Substituting the known function ρ ( r ) \rho(r) in:

δ m = 2 π r v δ r 1000 π ( 1 + 2 r ) = 2000 r v δ r 1 + 2 r \delta m = 2\pi rv \delta r\frac{1000}{\pi (1+2r)} = \frac{2000rv\delta r}{1+2r}

We need to sum all these small ring flows within the range 0 r 1 0\leq r \leq 1 :

d m d t = 0 1 2000 r v 1 + 2 r d r = 1000 v 0 1 2 r 1 + 2 r d r = 1000 v 0 1 ( 1 + 2 r ) 1 1 + 2 r d r = 1000 v 0 1 1 1 1 + 2 r d r = 1000 v ( r 1 2 ln ( 1 + 2 r ) ) 0 1 \frac{dm}{dt} = \int_{0}^{1}\frac{2000rv}{1+2r}dr = 1000v\int_{0}^{1}\frac{2r}{1+2r}dr = 1000v\int_{0}^{1}\frac{(1+2r)-1}{1+2r}dr = 1000v\int_{0}^{1} 1 - \frac{1}{1+2r}dr = 1000v\left.(r-\frac{1}{2}\ln(1+2r))\right|_0^1

= 1000 v ( 1 1 2 ln 3 ) = 500 v ( 2 ln 3 ) = 500 ( 2 ln 3 ) 2 l n 3 = 500 kgs 1 = 1000v(1-\frac{1}{2}\ln3) = 500v(2-\ln3) = \frac{500(2-\ln3)}{2-ln3} = \boxed{500 \text{kgs}^{-1}}

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