/*! This file is auto-generated */ .wp-block-button__link{color:#fff;background-color:#32373c;border-radius:9999px;box-shadow:none;text-decoration:none;padding:calc(.667em + 2px) calc(1.333em + 2px);font-size:1.125em}.wp-block-file__button{background:#32373c;color:#fff;text-decoration:none} Problem 125 A cylindrical tank with its axis... [FREE SOLUTION] | 91Ó°ÊÓ

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A cylindrical tank with its axis horizontal has a diameter of \(2.0 \mathrm{m}\) and a length of \(4.0 \mathrm{m}\). The ends of the tank are vertical planes. A vertical 0.1-m-diameter pipe is connected to the top of the tank. The tank and the pipe are filled with ethyl alcohol to a level of \(1.5 \mathrm{m}\) above the top of the tank. Determine the resultant force of the alcohol on one end of the tank and show where it acts.

Short Answer

Expert verified
The resultant force is approximately 62138.47 N, acting at the tank's center of pressure, 1.5 m from the tank's surface.

Step by step solution

01

Determine the weight density of ethyl alcohol

The weight density of ethyl alcohol is given as \( \gamma = 0.7915 \, \text{kg/L} \). Since 1 liter = 0.001 cubic meters, convert this to \( \text{kg/m}^3 \): \( \gamma = 791.5 \, \text{kg/m}^3 \). Considering gravitational force, this becomes \( 791.5 \, \text{kg/m}^3 \), which simplifies to \( \gamma = 7915 \, \text{N/m}^3 \) when multiplied by gravity \( g = 9.81 \, \text{m/s}^2 \).
02

Calculate hydrostatic pressure at the bottom of the tank

The pressure at the bottom of the tank can be found using the formula for hydrostatic pressure: \( P = \gamma h \), where \( h \) is the depth of the liquid. Here, \( h = 1.5 \, \text{m} + 1.0 \, \text{m} = 2.5 \, \text{m} \), as the radius of the cylinder is 1.0 m. Therefore, \( P = 7915 \times 2.5 = 19787.5 \, \text{N/m}^2 \).
03

Determine the resultant force on the end of the tank

The resultant force \( F \) can be calculated by the pressure times the area on which it acts. The area \( A \) of the circular end of the tank is \( A = \pi r^2 = \pi (1.0 \, \text{m})^2 = 3.1416 \, \text{m}^2 \). Thus, the force is \( F = P \times A = 19787.5 \, \text{N/m}^2 \times 3.1416 \, \text{m}^2 = 62138.47 \, \text{N} \).
04

Find the line of action of the resultant force

The center of pressure (where the force acts) from the top of the liquid can be determined using the formula for the center of pressure, \( h_{cp} = \frac{I_g}{A \cdot \bar{h}} + \bar{h} \), where \( I_g = \frac{\pi r^4}{4} \) is the moment of inertia of the circular area about its horizontal axis, and \( \bar{h} \) is the average depth of the centroid from the surface, here \( \bar{h} = 2.5 / 2 = 1.25 \, m \). Calculating these, \( I_g = \frac{\pi \times (1)^4}{4} = 0.7854 \, m^4 \) and \( A = 3.1416 \mathrm{m}^2 \), leading to \( h_{cp} = \frac{0.7854}{3.1416 \cdot 1.25} + 1.25 = 1.5 \mathrm{m} \). Thus, it acts at the center of the tank, which confirms that the force is uniformly distributed.

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Key Concepts

These are the key concepts you need to understand to accurately answer the question.

Hydrostatic Pressure
When dealing with fluids in a tank, hydrostatic pressure plays a crucial role. It is the pressure exerted by a fluid at equilibrium due to the force of gravity acting on it. The deeper you dive into the liquid, the higher the pressure becomes.
For a tank filled with ethyl alcohol to a height of 1.5 meters above the top of the tank, we calculate hydrostatic pressure using the formula:
  • \( P = \gamma \cdot h \)
where \( \gamma \) is the specific weight of the fluid (in this case, ethyl alcohol) and \( h \) is the vertical distance from the surface of the liquid to the point where we need the pressure.
In the exercise, the ethyl alcohol exerts a pressure at the bottom of an additional 1-meter radius semicircular cylindrical tank part, totalling 2.5 meters. Plugging this into the equation:
  • \( P = 7915 \times 2.5 = 19787.5 \text{ N/m}^2 \)
This pressure is crucial for determining the resultant force on the tank, as it indicates how much force is being exerted over the surface area.
Resultant Force
The force resulting from hydrostatic pressure over a given area is what we refer to as the resultant force. It acts perpendicular to the surface and is critical in designing storage tanks, pipes, and more.
To find this force in our cylindrical tank example, multiply the pressure by the area of the circle that forms the end of the tank. The formula used is:
  • \( F = P \cdot A \)
The area of the tank's end is calculated using the formula for the area of a circle, \( A = \pi r^2 \).
Given the radius is 1 meter, the area becomes:
  • \( A = \pi (1)^2 = 3.1416 \text{ m}^2 \)
Therefore, the resultant force is:
  • \( F = 19787.5 \cdot 3.1416 = 62138.47 \text{ N} \)
The significance of this force is to understand how much pressure the tank's walls must withstand, ensuring that they remain intact and don’t yield.
Center of Pressure
The center of pressure is the point on a submerged surface at which the resultant hydrostatic pressure force acts. It is essential because it tells you where the sum of all the pressures can be concentrated to replicate the actual physical scenario.
To find the center of pressure in this exercise, the formula used is:
  • \( h_{cp} = \frac{I_g}{A \cdot \bar{h}} + \bar{h} \)
\( I_g \) is the moment of inertia of the figure's area about its horizontal axis, and \( \bar{h} \) is the centroid's average depth from the liquid's surface.
In this case, \( I_g \) is calculated by:
  • \( I_g = \frac{\pi \times (1)^4}{4} = 0.7854 \text{ m}^4 \)
Thus, the center of pressure can be found:
  • \( h_{cp} = \frac{0.7854}{3.1416 \times 1.25} + 1.25 = 1.5 \text{ m} \)
This outcome indicates the uniform distribution of the force across the tank's surface, which is crucial in ensuring that the tank's design accommodates even pressure distribution.

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Most popular questions from this chapter

A flowrate measuring device is installed in a horizontal pipe through which water is flowing. A U-tube manometer is connected to the pipe through pressure taps located 3 in. on either side of the device. The gage fluid in the manometer has a specific weight of 112 lb/ft \(^{3}\). Determine the differential reading of the manometer corresponding to a pressure drop between the taps of \(0.5 \mathrm{lb} / \mathrm{in.}^{2}\).

A 0.3 -m-diameter pipe is connected to a 0.02 -m-diameter pipe, and both are rigidly held in place. Both pipes are horizontal with pistons at each end. If the space between the pistons is filled with water, what force will have to be applied to the larger piston to balance a force of \(90 \mathrm{N}\) applied to the smaller piston? Neglect friction.

A water-filled U-tube manometer is used to measure the pressure inside a tank that contains air. The water level in the U-tube on the side that connects to the tank is \(5 \mathrm{ft}\) above the base of the tank. The water level in the other side of the U-tube (which is open to the atmosphere) is \(2 \mathrm{ft}\) above the base. Determine the pressure within the tank.

Obtain a photograph/image of a situation in which the use of a manometer is important. Print this photo and write a brief paragraph that describes the situation involved.

A closed cylindrical tank that is \(8 \mathrm{ft}\) in diameter and \(24 \mathrm{ft}\) long is completely filled with gasoline. The tank, with its long axis horizontal, is pulled by a truck along a horizontal surface. Determine the pressure difference between the ends (along the long axis of the tank) when the truck undergoes an acceleration of \(5 \mathrm{ft} / \mathrm{s}^{2}\).

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