Water Tank Drainage

The flow rate of water out of a valve at the bottom of an open cylindrical tank is given by

d V d t = C A 2 g y \frac{dV}{dt} = C A \sqrt{2 g y}

where C C is a constant, C < 1 C \lt 1 , A A is the valve cross-sectional area, g g is the gravitational acceleration, and y y is the vertical height of the water level above the valve.

Let C = 0.9 , A = π r 2 C = 0.9 , A = \pi r^2 , with r = 1.5 c m r = 1.5 cm .

The water in the tank is drained through the valve starting at t = 0 t = 0 .

At t = 1 min t = 1 \text{min} , the water level has dropped by 30 30 cm from its original value. What was the height H H (in cm \text{cm} ) of the water level (above the valve) at t = 0 t = 0 ?

Take the cross-sectional area of the tank to be 0.5 m 2 0.5 m^2 , and g = 9.81 m / s 2 g = 9.81 m/s^2 .


The answer is 94.4.

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1 solution

The flow rate equation can be rewritten as

a d y d t = C A 2 g y a\dfrac{dy}{dt}=-CA\sqrt {2gy} ,

where a a is the cross-sectional area of the cylinder.

So, y 1 2 d y = C A a 2 g d t y^{-\frac 12}dy=-\dfrac {CA}{a}\sqrt {2g}dt

Integrating we get

y = y 0 C A t a g 2 \sqrt y=\sqrt {y_0}-\dfrac {CAt}{a}\sqrt {\dfrac g2} ,

where y 0 y_0 is the initial height of the water level above the valve.

Substituting values we get

y 0 0.3 y 0 0.169 \sqrt {y_0-0.3}\approx \sqrt {y_0}-0.169

y 0 ( 0.3 + 0.209 0.338 ) 2 94.4 \implies y_0\approx \left (\dfrac {0.3+0.209}{0.338}\right ) ^2\approx \boxed {94.4} cm.

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