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A tube is placed on a horizontal surface such that its axis is horizontal, water is flowing in streamline motion through the tube. Consider two points \(A\) and \(B\) in the tube at the same horizontal level: (1) The pressure are equal if the tube has a uniform cross' section (2) The pressure may be equal even if the tube has a non uniform cross- section. (3) The pressure at \(A\) and \(B\) are equal for any shape of the tube (4) The pressure can never be equal

Short Answer

Expert verified
Pressure is equal at points \( A \) and \( B \) for a tube with uniform cross-section.

Step by step solution

01

Understanding Streamline Flow

In a streamline flow, the velocity of fluid particles at any point is constant over time, creating layers that don't cross each other. Bernoulli's principle applies here, relating pressure, velocity, and height for incompressible flow.
02

Setting Conditions of the Problem

The problem specifies that points \( A \) and \( B \) are at the same horizontal level in the tube. According to Bernoulli's principle: \( P + \frac{1}{2} \rho v^2 + \rho gh = \text{constant} \), where \( P \) is pressure, \( \rho \) is fluid density, \( v \) is velocity, and \( h \) is height.
03

Applying Bernoulli's Principle for Horizontal Flow

Since points \( A \) and \( B \) are at the same horizontal level, the gravitational potential energy term (\( \rho gh \)) is the same for both points. This simplifies Bernoulli's equation to: \( P + \frac{1}{2} \rho v^2 = \text{constant} \).
04

Identifying Conditions for Equal Pressure

For pressures at \( A \) and \( B \) to be equal, the velocities must also be equal at these points, which occurs when the tube has a uniform cross-section, as the velocity remains constant. Hence, if the cross-sectional area varies between \( A \) and \( B \), the velocities and thus pressures would generally differ.
05

Considering Potential Scenarios

If the cross-section is uniform: \( v_A = v_B \) so \( P_A = P_B \); if non-uniform: differences in velocity between \( A \) and \( B \) could lead to different pressures, but they may also be engineered to equalize under specific conditions.

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Key Concepts

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

Streamline Flow
Streamline flow describes a type of fluid motion where fluid particles pass through a path without any turbulence or disorder, resulting in a smooth and consistent flow path. Imagine a row of cars moving smoothly along a highway with no changing lanes or sudden stops. Each car follows the car in front of it at the same speed and direction. In fluids, this kind of uniform movement is key to streamline flow.

In mathematical terms, streamline flow is characterized by constant velocity at any particular point in the fluid over time. This means the flow lines, or streamlines, never intersect and each particle follows the same path as the ones before it. This predictable flow allows us to apply fundamental principles of fluid dynamics, such as Bernoulli's Principle, to make predictions and calculations about the behavior of the fluid, like pressure and velocity changes as it moves through different equipment or under different conditions.
Pressure in Fluid Dynamics
Pressure in fluid dynamics refers to the force exerted by the fluid per unit area within a system. Just like when you press down on a pillow, the force you exert spreads out through the pillow. In fluids, pressure is spread across the space the fluid occupies. Understanding how pressure changes in a moving fluid is crucial for analyzing and predicting fluid behavior in various conditions.

According to Bernoulli’s Principle, the total energy along a streamline remains constant. This energy includes pressure energy, kinetic energy (due to velocity), and potential energy (due to height). When fluid flows through a tube, particularly one with varying cross-sections, changes in velocity can cause significant pressure changes. A higher velocity at a point, for example, leads to a lower pressure at that point, assuming height and fluid density remain constant. Conversely, slower flows lead to higher pressures, which is why fluids tend to move from high-pressure areas to lower-pressure regions.
Fluid Velocity and Cross-section
The relationship between fluid velocity and cross-section is rooted in the principle of conservation of mass, known as the continuity equation. Imagine squeezing a garden hose: when you partially block the end, the water speeds up because the same amount of water has to pass through a smaller space in the same amount of time. This happens because the velocity of the fluid increases as the cross-sectional area decreases.

Mathematically, the continuity equation is expressed as: \[A_1 \cdot v_1 = A_2 \cdot v_2\]where \(A_1\) and \(A_2\) are the cross-sectional areas at two different points, and \(v_1\) and \(v_2\) are the respective velocities.

In a tube with uniform cross-section, the velocity remains consistent along its length—much like water flowing through a non-variable pipe diameter. But in a tube with non-uniform cross-sections, trade-offs occur between cross-sectional area and velocity. Specifically, narrowing the area results in an increase in velocity. This relationship is integral to understanding the dynamics described by Bernoulli’s Principle, where changes in velocity can cause compensating changes in pressure along a streamline.

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Most popular questions from this chapter

A U-tube of base length ' \(l\) ' filled with the same volume of two liquids of densities \(\rho\) and \(2 \rho\) is moving with an acceleration ' \(a\) ' on the horizontal plane. If the height difference between the two surfaces (open to atmosphere) becomes zero, then the height \(h\) is given by (1) \(\frac{a}{2 g} l\) (2) \(\frac{3 a}{2 g} l\) (3) \(\frac{a}{g} l\) (4) \(\frac{2 a}{3 g} l\)

A container filled with liquid up to height \(h\) is placed on a smooth horizontal surface. The container is having a small hole at the bottom. As the liquid comes out from the hole, the container moves in a backward direction with acceleration \(a\) and finally, when all the liquid is drained out, it acquires a velocity \(v\). Neglect mass of the container. In this case (1) both \(a\) and \(v\) depend on \(h\) (2) only \(a\) depends on \(h\) (3) only \(v\) depends on \(h\) (4) neither \(a\) nor \(v\) depends on \(h\)

A beaker containing water is placed on the platform of a spring balance. The balance reads \(1.5 \mathrm{~kg}\). A stone of mass \(0.5 \mathrm{~kg}\) and density \(10^{4} \mathrm{~kg} / \mathrm{m}^{3}\) is immersed in water without touching the walls of the beaker. What will be the balance reading now? (1) \(2 \mathrm{~kg}\) (2) \(2.5 \mathrm{~kg}\) (3) \(1 \mathrm{~kg}\) (4) \(3 \mathrm{~kg}\)

A tank is filled up to a height \(2 H\) with a liquid and is placed on a platform of height \(H\) from the ground. The distance \(x\) from the ground where a small hole is punched to get the maximum range \(R\) is (1) \(H\) (2) \(1.25 \mathrm{H}\) (3) \(1.5 \mathrm{H}\) (4) \(2 \mathrm{H}\)

An ornament weighing \(36 \mathrm{~g}\) in air weighs only \(34 \mathrm{~g}\) in water. Assuming that some copper is mixed with gold to prepare the ornament, find the amount of copper in it. Specific gravity of gold is \(19.3\) and that of copper is \(8.9\). (1) \(2.2 \mathrm{~g}\) (2) \(4.4 \mathrm{~g}\) (3) \(1.1 \mathrm{~g}\) (4) \(3.6 \mathrm{~g}\)

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