Math Problem Statement

The trough in the figure below has width w=2 ft, length l=18 ft and height ℎ=5 ft. If the trough is full of water, find the force of the water on a triangular end. (Use the density of water =62.4 lb/ft3.) Force =  Don't forget to enter units Find the work to pump all of the water over the top of the trough. Work = Turn the force into newtons and work into joules.

Solution

To solve this problem, we’ll follow these steps:

1. Force of Water on the Triangular End

Given:

  • The trough has width w=2ftw = 2 \, \text{ft}, length l=18ftl = 18 \, \text{ft}, and height h=5fth = 5 \, \text{ft}.
  • The triangular end is an isosceles right triangle (assuming this from common trough problems) with base w=2ftw = 2 \, \text{ft} and height h=5fth = 5 \, \text{ft}.
  • The density of water ρ=62.4lb/ft3\rho = 62.4 \, \text{lb/ft}^3.

The force due to water pressure at depth yy is given by:

dF=(pressure at depth y)×(area of the strip at depth y)dF = \text{(pressure at depth } y) \times \text{(area of the strip at depth } y)

  • Pressure at depth yy = ρgy=62.4ylb/ft2\rho \cdot g \cdot y = 62.4 \cdot y \, \text{lb/ft}^2.
  • The width of the strip at depth yy is proportional to the height, as the triangle is isosceles. Thus, at depth yy, the width is:

Width at y=25yft.\text{Width at } y = \frac{2}{5} y \, \text{ft}.

  • The area of a strip is the width at yy multiplied by a small height dydy:

dA=(25y)dy.dA = \left(\frac{2}{5} y\right) dy.

Thus, the infinitesimal force dFdF is:

dF=62.4y(25y)dy.dF = 62.4 \cdot y \cdot \left(\frac{2}{5} y \right) dy.

Now, integrate from 0 to 5 to find the total force on the triangular end:

F=0562.425y2dy.F = \int_0^5 62.4 \cdot \frac{2}{5} y^2 \, dy.

We can compute this integral to find the total force.

2. Work to Pump Water Over the Top

To find the work required to pump the water over the top of the trough:

  • The volume of a horizontal strip of water at depth yy is dV=(25y)ldy=(25y18dy)dV = \left(\frac{2}{5} y\right) \cdot l \cdot dy = \left(\frac{2}{5} y \cdot 18 \cdot dy\right).
  • The weight of this water is dW=ρdV=62.425y18dydW = \rho \cdot dV = 62.4 \cdot \frac{2}{5} y \cdot 18 \cdot dy.
  • The distance the water needs to be lifted is 5y5 - y (the height of the trough minus the depth).

The infinitesimal work is then:

dWpump=62.425y18(5y)dy.dW_{\text{pump}} = 62.4 \cdot \frac{2}{5} y \cdot 18 \cdot (5 - y) dy.

Now, integrate this from 0 to 5 to find the total work:

W=0562.425y18(5y)dy.W = \int_0^5 62.4 \cdot \frac{2}{5} y \cdot 18 \cdot (5 - y) \, dy.

We'll compute this integral to find the total work.

3. Convert Force and Work into SI Units

  • To convert force from pounds (lb) to newtons (N):

    1lb=4.44822N.1 \, \text{lb} = 4.44822 \, \text{N}.

  • To convert work from foot-pounds (ft-lb) to joules (J):

    1ft-lb=1.35582J.1 \, \text{ft-lb} = 1.35582 \, \text{J}.

Let’s compute the total force, total work, and then convert them to SI units.### Results:

  1. Force on the triangular end:

    • Total force F=1040lbF = 1040 \, \text{lb}.
    • In newtons: F=4626.15NF = 4626.15 \, \text{N}.
  2. Work to pump all the water over the top:

    • Total work W=9360ft-lbW = 9360 \, \text{ft-lb}.
    • In joules: W=12690.48JW = 12690.48 \, \text{J}.

Would you like any further details or explanations on these calculations?

5 Related Questions:

  1. How does the shape of the trough affect the force distribution on its walls?
  2. What would happen to the force and work calculations if the trough had a different density of liquid?
  3. How can we generalize these calculations for non-isosceles triangular ends?
  4. How does water pressure vary with depth in different container shapes?
  5. How does changing the height of the trough influence the total work needed to pump the water?

Tip: Always check the units carefully when dealing with force and energy, especially when switching between imperial and SI systems.

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Math Problem Analysis

Mathematical Concepts

Hydrostatics
Force Integration
Work Integration
Unit Conversion (Imperial to SI)

Formulas

Force due to water pressure: dF = 62.4 * y * (width at y) * dy
Work to pump water: dW = 62.4 * (volume strip) * (5 - y) * dy
Unit conversion: 1 lb = 4.44822 N, 1 ft-lb = 1.35582 J

Theorems

Pressure varies linearly with depth
Principle of Work (integration of force over distance)

Suitable Grade Level

Undergraduate Physics/Calculus