Tutorials › Calculus II › Pumping Liquid from a Conical Tank

Work and Variable Forces · Tutorial 464 of 998

Pumping Liquid from a Conical Tank

Use similar triangles to model conical slices and integrate their weights times lifting distances to find the work required to pump liquid out.

Intermediate 10 min read

What You'll Learn

  • Identify the height and radius used to describe an upright conical tank.
  • Use similar triangles to express a slice’s radius as a function of its height.
  • Calculate a thin slice’s volume and weight using weight density.
  • Set the lifting distance from the slice height to the outlet elevation.
  • Set up and evaluate pumping-work integrals for partly filled and full tanks.
  • Recognize and correct common errors in conical-tank models.

Why the Cone’s Shape Matters

To pump liquid from a tank, we add the work needed to lift many thin slices of liquid. In a cylindrical tank, each horizontal slice has the same radius. In a conical tank, the slice radius changes with height, so its volume and weight change as well.

The key geometric step is to express the radius of a slice in terms of its height. Similar triangles provide that relationship. Once the slice radius is known, its volume, weight, and lifting distance determine the work integral.

Set Up the Geometry

Consider an upright circular cone with its vertex at the bottom. Let the cone have height \(H\) and top radius \(R\). Measure the vertical coordinate \(y\) upward from the vertex, so the top rim is at \(y=H\). Suppose the liquid fills the cone from the bottom to height \(L\), where \(0\le L\le H\).

At height \(y\), a horizontal slice has radius \(r(y)\). The small cone below that slice and the full tank are similar. Their corresponding radius-to-height ratios are equal:

$$ \frac{r(y)}{y}=\frac{R}{H}. $$

Therefore the slice radius is

$$ r(y)=\frac{R}{H}y. $$

This formula fits the geometry: at the vertex, \(r(0)=0\), and at the rim, \(r(H)=R\). The slice is a thin cylinder of radius \(r(y)\) and thickness \(dy\). Its volume is approximately its circular cross-sectional area times its thickness; in the differential model,

$$ dV=\pi r(y)^2\,dy =\pi\left(\frac{R}{H}\right)^2y^2\,dy. $$

From Slice Weight to Work

Let \(\gamma\) denote the liquid’s weight density, measured in newtons per cubic metre. A slice of volume \(dV\) has weight \(dF=\gamma\,dV\). If the liquid has mass density \(\rho\), then \(\gamma=\rho g\), where \(g\) is gravitational acceleration. Using weight density directly keeps the force calculation clear.

Suppose the liquid is pumped vertically to an outlet at height \(D\), measured from the cone’s vertex. For pumping all the liquid upward to an outlet at or above the liquid surface, take \(D\ge L\). A slice at height \(y\) travels a distance \(D-y\). Its work is its weight multiplied by that lifting distance:

$$ dW=(\gamma\,dV)(D-y). $$

Substituting the slice volume gives the work contribution from height \(y\). Adding contributions from the bottom to the liquid surface produces the integral:

Conical-tank work model: For an upright cone of height \(H\) and top radius \(R\), filled to height \(L\), with liquid weight density \(\gamma\) and an outlet at height \(D\ge L\),
$$ W=\int_0^L \gamma\pi\left(\frac{R}{H}\right)^2y^2(D-y)\,dy. $$

The variable \(y\) must be used consistently: it identifies both the slice’s height and, through \(r(y)\), its radius. The work integral has units of joules because \(\gamma\,dV\) is a force in newtons, \(D-y\) is a distance in metres, and a newton-metre is a joule.

Why the Integral Gives the Total Work

The integral follows from adding the work on thin slices. Divide the liquid into horizontal layers. For a layer near height \(y\) with thickness \(\Delta y\), its approximate volume is \(\pi r(y)^2\Delta y\), its approximate weight is \(\gamma\pi r(y)^2\Delta y\), and its lifting distance is approximately \(D-y\). Thus its approximate work is

$$ \gamma\pi r(y)^2(D-y)\Delta y. $$

Adding these approximations over all layers gives a Riemann sum. As the layer thicknesses tend to zero, the sums approach the integral of the work per unit height. Substituting \(r(y)=(R/H)y\) gives the conical-tank formula above. This reasoning requires the tank geometry and liquid weight density to be as specified, and the lifting distance to be measured to the stated outlet.

The integral can also be evaluated for a constant weight density:

$$ \begin{aligned} W &=\gamma\pi\left(\frac{R}{H}\right)^2 \int_0^L (Dy^2-y^3)\,dy\\ &=\gamma\pi\left(\frac{R}{H}\right)^2 \left(\frac{DL^3}{3}-\frac{L^4}{4}\right). \end{aligned} $$

This evaluated expression applies when \(D\) and \(L\) are measured from the same vertex and \(D\ge L\). For pumping to the rim, set \(D=H\).

Worked Example: Pumping a Partly Filled Cone to Its Rim

A cone has height \(6\) m and top radius \(2\) m. Water fills it to height \(3\) m, and the water is pumped to the rim. Take the water’s weight density as \(9800\) N/m\(^3\). Find the work.

Here \(H=6\), \(R=2\), \(L=3\), and \(D=6\). Similar triangles give

$$ r(y)=\frac{2}{6}y=\frac{y}{3}. $$

The slice volume and weight are

$$ dV=\pi\left(\frac{y}{3}\right)^2dy =\frac{\pi y^2}{9}\,dy, \qquad dF=9800\frac{\pi y^2}{9}\,dy. $$

A slice at height \(y\) must be lifted \(6-y\) metres. Therefore

$$ \begin{aligned} W &=\frac{9800\pi}{9}\int_0^3 y^2(6-y)\,dy\\ &=\frac{9800\pi}{9} \left[2y^3-\frac{y^4}{4}\right]_0^3\\ &=\frac{9800\pi}{9} \left(54-\frac{81}{4}\right)\\ &=\frac{9800\pi}{9}\cdot\frac{135}{4}\\ &=36{,}750\pi\ \text{J}. \end{aligned} $$

Check the antiderivative: differentiating \(2y^3-y^4/4\) gives \(6y^2-y^3=y^2(6-y)\), the integrand. Also, the liquid volume is \(\int_0^3 \pi y^2/9\,dy=\pi\) m\(^3\), so its weight is \(9800\pi\) N. The calculated work divided by this weight is \(3.75\) m, a plausible average lifting distance for liquid occupying heights from \(0\) to \(3\) m and being lifted to \(6\) m.

Worked Example: Pumping a Full Cone to Its Rim

A cone is \(3\) m high with top radius \(3/2\) m. It is full of liquid with weight density \(9800\) N/m\(^3\). Find the work to pump all the liquid to the rim.

Here \(H=D=L=3\) and \(R=3/2\). The radius of a slice is

$$ r(y)=\frac{3/2}{3}y=\frac{y}{2}. $$

Thus \(dV=\pi y^2/4\,dy\), the slice weight is \(9800\pi y^2/4\,dy\), and its lifting distance is \(3-y\). The total work is

$$ \begin{aligned} W &=\frac{9800\pi}{4}\int_0^3 y^2(3-y)\,dy\\ &=\frac{9800\pi}{4} \left[y^3-\frac{y^4}{4}\right]_0^3\\ &=\frac{9800\pi}{4} \left(27-\frac{81}{4}\right)\\ &=\frac{9800\pi}{4}\cdot\frac{27}{4}\\ &=\frac{33{,}075\pi}{2}\ \text{J}. \end{aligned} $$

The antiderivative checks because the derivative of \(y^3-y^4/4\) is \(3y^2-y^3=y^2(3-y)\). Independently, the full cone’s volume is \(\frac13\pi(3/2)^2(3)=9\pi/4\) m\(^3\), so its weight is \(22{,}050\pi\) N. The work-to-weight ratio is \(3/4\) m, consistent with an average lift of one quarter of the cone’s height.

Worked Example: Pumping to an Outlet Above the Rim

A cone has height \(4\) m and top radius \(3/2\) m. It contains liquid to height \(2\) m. The liquid has weight density \(10{,}000\) N/m\(^3\), and it is pumped to an outlet \(1\) m above the rim. Find the work.

The outlet is at \(D=5\) m. Similar triangles give \(r(y)=(3/8)y\). Consequently, \(dV=9\pi y^2/64\,dy\), the slice weight is \(10{,}000(9\pi y^2/64)\,dy\), and its lifting distance is \(5-y\). Therefore

$$ \begin{aligned} W &=10{,}000\frac{9\pi}{64}\int_0^2 y^2(5-y)\,dy\\ &=10{,}000\frac{9\pi}{64} \left[\frac{5y^3}{3}-\frac{y^4}{4}\right]_0^2\\ &=10{,}000\frac{9\pi}{64} \left(\frac{40}{3}-4\right)\\ &=10{,}000\frac{9\pi}{64}\cdot\frac{28}{3}\\ &=13{,}125\pi\ \text{J}. \end{aligned} $$

Differentiating \(5y^3/3-y^4/4\) gives \(5y^2-y^3=y^2(5-y)\), verifying the integration. The liquid volume is \(\int_0^2 9\pi y^2/64\,dy=3\pi/8\) m\(^3\), so its weight is \(3750\pi\) N. The ratio \(13{,}125\pi/(3750\pi)=3.5\) m is the average lifting distance; it lies between the bottom slice’s \(5\) m and the top slice’s \(3\) m.

Common Mistake: Reversing the Similar-Triangle Ratio

The ratio must match corresponding lengths: radius to height in the small cone equals top radius to full height in the tank. A common error is to reverse the full-cone ratio. For example, if \(H=6\) m and \(R=2\) m, the incorrect expression \(r(y)=(H/R)y=3y\) predicts \(r(6)=18\) m at the rim. But the rim radius is \(2\) m, so that cannot describe the tank.

The correct ratio is \(r(y)/y=R/H=2/6\), giving \(r(y)=y/3\) and \(r(6)=2\) m as required. Another error is to lift every slice the full tank height. A slice at height \(y\) travels only \(D-y\), not \(D\). Using the same distance for every slice ignores its starting height and overestimates the work.

Using and Interpreting the Model

The geometry, liquid amount, and outlet location each enter the model in a different place. The ratio \(R/H\) determines how quickly the cone widens; the upper limit \(L\) records how much liquid is present; and \(D-y\) gives the lift for each slice. Check all three before evaluating the integral.

For pumping to the rim, the liquid’s upper slices travel a shorter distance than its lower slices. For an outlet above the rim, \(D\) increases, so every slice travels farther. The integral accounts for these differences slice by slice rather than treating the liquid as one object lifted a single distance.

Check Your Understanding

Use the cone geometry and slice model to answer the following questions.

  1. For a cone of height \(H\) and top radius \(R\), what is the radius \(r(y)\) of a slice at height \(y\)?
  2. Write the slice volume and slice weight when the liquid’s weight density is \(\gamma\).
  3. A cone is filled to height \(L\) and pumped to an outlet at height \(D\). What is the lifting distance for a slice at height \(y\)?
  4. Why is the radius ratio \(R/H\), rather than \(H/R\), used in the similar-triangle relationship?
  5. For pumping to the rim, which value should replace \(D\) in the work integral?