/*! 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 6 A manometer consists of two tube... [FREE SOLUTION] | 91Ó°ÊÓ

91Ó°ÊÓ

A manometer consists of two tubes \(A\) and \(B\), with vertical axes and uniform cross-sectional areas \(500 \mathrm{~mm}^{2}\) and \(800 \mathrm{~mm}^{2}\) respectively, connected by a U-tube \(C\) of cross-sectional area \(70 \mathrm{~mm}^{2}\) throughout. Tube \(A\) contains a liquid of relative density \(0.8\); tube \(B\) contains one of relative density \(0.9 .\) The surface of separation between the two liquids is in the vertical side of \(\mathrm{C}\) connected to tube \(A\). What additional pressure, applied to the tube \(B\), would cause the surface of separation to rise \(60 \mathrm{~mm}\) in the tube \(C\) ?

Short Answer

Expert verified
The additional pressure required in tube \(B\) is 58.86 Pa.

Step by step solution

01

- Understand the problem setup

There are two liquids in the manometer with tubes \(A\) and \(B\). Liquid in tube \(A\) has a relative density (specific gravity) of 0.8, and liquid in tube \(B\) has a relative density of 0.9. The surface of separation is currently in the vertical side of the U-tube \(C\) connected to \(A\). The goal is to find what additional pressure applied to \(B\) will cause this surface to rise by 60 mm in tube \(C\).
02

- Determine the pressure difference needed

To find the additional pressure required in tube \(B\), start by calculating the pressure difference needed to raise the surface of separation by 60 mm in tube \(C\). The density changes in \(A\) and \(B\) will alter the heights.
03

- Calculate pressure contribution by liquids

Convert heights into meters: 60 mm = 0.06 m. The additional pressure due to the displacement of liquid is \[ \text{Pressure} = \rho g h \]. Use the density (relative density multiplied by the density of water \( \rho = \rho_{\text{relative}} \times 1000 \) kg/m². For liquid in \(A\) (0.8), and liquid in \( B \) (0.9).
04

- Calculate pressure for each liquid

For liquid in tube \(A\): \[ P_A = 0.8 \times 1000 \times 9.81 \times 0.06 = 470.88 \text{ Pa} \] \ For tube \(B\): \[ P_B= 0.9 \times 1000 \times 9.81 \times 0.06 = 529.74 \text{ Pa} \]
05

- Determine net pressure change

To lift liquid up the surface of separation, the additional pressure must compensate the difference in densities. Thus, \[ P_{\text{additional}} = P_B - P_A = 529.74 \text{ Pa} - 470.88 \text{ Pa} = 58.86 \text{ Pa} \]

Unlock Step-by-Step Solutions & Ace Your Exams!

  • Full Textbook Solutions

    Get detailed explanations and key concepts

  • Unlimited Al creation

    Al flashcards, explanations, exams and more...

  • Ads-free access

    To over 500 millions flashcards

  • Money-back guarantee

    We refund you if you fail your exam.

Over 30 million students worldwide already upgrade their learning with 91Ó°ÊÓ!

Key Concepts

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

Fluid Mechanics
Fluid mechanics is the study of fluids (liquids and gases) and the forces acting upon them. In our manometer problem, it helps us understand how the liquid levels shift when pressure is applied.

The manometer equation relates the pressure difference to the heights and densities of the fluids involved. Here, when pressure is applied to tube B, it causes the liquid levels in tubes A and B to change. This change is a direct result of the principles outlined in fluid mechanics.

A manometer is essentially a tool that measures the difference in fluid pressure. It employs the basic principles of fluid statics, which involves the analysis of how fluids at rest influence the pressure at given points within them. These principles are critical for understanding the effects of relative densities on the liquid column heights in different sections of the manometer.
Pressure Difference
Pressure difference is the main factor that impacts the liquid levels in the manometer. It's represented by the different levels of liquid columns in the connected tubes.

To calculate the pressure difference causing the surface separation to move, we start by converting the displacement height from millimeters to meters. This height difference results directly from the different densities of the two liquids in tubes A and B: \[ h = 60 \text{ mm} = 0.06 \text{ m} \]

The pressure difference can be calculated using the hydrostatic pressure formula, which is \[ P = \rho g h \] Here, \( \rho \) represents the density of the fluid, \( g \) is the gravitational acceleration (approximately 9.81 m/s²), and \( h \) is the height difference. For the problem at hand:

For liquid in tube A with specific gravity 0.8: \[ P_A = 0.8 \times 1000 \times 9.81 \times 0.06 = 470.88 \text{ Pa} \]
For liquid in tube B with specific gravity 0.9: \[ P_B = 0.9 \times 1000 \times 9.81 \times 0.06 = 529.74 \text{ Pa} \]

The net pressure change, and the additional pressure to be applied, is: \[ P_{\text{additional}} = P_B - P_A = 529.74 \text{ Pa} - 470.88 \text{ Pa} = 58.86 \text{ Pa} \]
Specific Gravity
Specific gravity, also known as relative density, is a measure of the density of a substance compared to the density of water. It indicates whether a substance will float or sink in water.

In our manometer problem, the specific gravities of the liquids in tubes A and B are 0.8 and 0.9, respectively. This means the liquid in tube B is denser than the liquid in tube A.

Specific gravity is dimensionless, and its formula is: \[ \text{Specific Gravity} = \frac{\text{Density of Substance}}{\text{Density of Water}} \]
Knowing the specific gravity helps us determine the weights of the liquids, which is essential for calculating the pressure exerted by each liquid column:
  • For liquid in tube A: \[ \rho_A = 0.8 \times 1000 \text{ kg/m}^3 \]
  • For liquid in tube B: \[ \rho_B = 0.9 \times 1000 \text{ kg/m}^3 \]

    These density values allow us to find the pressures that each liquid column exerts. In fluid mechanics, specific gravity plays a key role in understanding buoyancy, pressure changes, and fluid stability within manometers and other fluid systems.
  • One App. One Place for Learning.

    All the tools & learning materials you need for study success - in one app.

    Get started for free

    Most popular questions from this chapter

    At the top a mountain the temperature is \(-5^{\circ} \mathrm{C}\) and \(\mathrm{a}\) mercury barometer reads \(566 \mathrm{~mm}\), whereas the reading at the foot of the mountain is \(749 \mathrm{~mm}\). Assuming a temperature lapse rate of \(0.0065 \mathrm{~K} \cdot \mathrm{m}^{-1}\) and \(R=287 \mathrm{~J} \cdot \mathrm{kg}^{-1} \cdot \mathrm{K}^{-1}\), calculate the height of the mountain. (Neglect thermal expansion of mercury.)

    Two small vessels are connected to a U-tube manometer containing mercury (relative density 13.56) and the connecting tubes are filled with alcohol (relative density \(0.82\) ). The vessel at the higher pressure is \(2 \mathrm{~m}\) lower in elevation than the other. What is the pressure difference between the vessels when the steady difference in level of the mercury menisci is \(225 \mathrm{~mm}\) ? What is the difference of piezometric head? If an inverted U-tube manometer containing a liquid of relative density \(0.74\) were used instead, what would be the manometer reading for the same pressure difference?

    A rectangular pontoon \(6 \mathrm{~m}\) by \(3 \mathrm{~m}\) in plan, floating in water, has a uniform depth of immersion of \(900 \mathrm{~mm}\) and is subjected to a torque of \(7600 \mathrm{~N} \cdot \mathrm{m}\) about the longitudinal axis. If the centre of gravity is \(700 \mathrm{~mm}\) up from the bottom, estimate the angle of heel.

    A vertical partition in a tank has a square aperture of side \(a\), the upper and lower edges of which are horizontal. The aperture is completely closed by a thin diaphragm. On one side on the diaphragm there is water with a free surface at a distance \(b(>a / 2)\) above the centre-line of the diaphragm. On the other side there is water in contact with the lower half of the diaphragm, and this is surmounted by a layer of oil of thickness \(c\) and relative density \(\sigma\). The free surfaces on each side of the partition are in contact with the atmosphere. If there is no net force on the diaphragm, determine the relation between \(b\) and \(c\), and the position of the axis of the couple on the diaphragm.

    A tank \(3.5 \mathrm{~m}\) long and \(2.5 \mathrm{~m}\) wide contains alcohol of relative density \(0.82\) to a depth of \(3 \mathrm{~m}\). A \(50 \mathrm{~mm}\) diameter pipe leads from the bottom of the tank. What will be the reading on a gauge calibrated in Pa connected at a point (a) \(150 \mathrm{~mm}\) above the bottom of the tank; \((b)\) in the \(50 \mathrm{~mm}\) diameter pipe, \(2 \mathrm{~m}\) below the bottom of the tank; \((c)\) at the upper end of a \(25 \mathrm{~mm}\) diameter pipe, connected to the \(50 \mathrm{~mm}\) pipe \(2 \mathrm{~m}\) below the bottom of the tank, sloping upwards at \(30^{\circ}\) to the horizontal for \(1.2 \mathrm{~m}\) and then rising vertically for \(600 \mathrm{~mm}\) ? What is the load on the bottom of the tank?

    See all solutions

    Recommended explanations on Physics Textbooks

    View all explanations

    What do you think about this solution?

    We value your feedback to improve our textbook solutions.

    Study anywhere. Anytime. Across all devices.