/*! 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 118 The velocity distribution in a t... [FREE SOLUTION] | 91Ó°ÊÓ

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The velocity distribution in a two-dimensional, steady, inviscid flow field in the \(x y \quad\) plane is \(\vec{V}=(A x+B) \hat{i}+(C-A y) \hat{j}, \quad\) where \(A=3 \quad \mathrm{s}^{-1}, \quad B=6 \mathrm{m} / \mathrm{s}\) \(C=4 \mathrm{m} / \mathrm{s},\) and the coordinates are measured in meters. The body force distribution is \(\vec{B}=-g \hat{k}\) and the density is \(825 \mathrm{kg} / \mathrm{m}^{3} .\) Does this represent a possible incompressible flow field? Plot a few streamlines in the upper half plane. Find the stagnation point(s) of the flow field. Is the flow irrotational? If \(\mathrm{so},\) obtain the potential function. Evaluate the pressure difference between the origin and point \( (x, y, z)=(2,2,2) \)

Short Answer

Expert verified
The given flow field is incompressible, with a stagnation point at (-2, 4/3). However, it is not irrotational. Without further information, the pressure difference between two points cannot be determined.

Step by step solution

01

Test for Incompressibility

Matter is incompressible, if the divergence of its velocity field is zero. Therefore, for the velocity field \(\vec{V} = (Ax + B) \hat{i} + (C - Ay) \hat{j}\) to be incompressible, \(\nabla \cdot \vec{V} = 0\). Calculating, we get \(\partial (Ax + B) / \partial x + \partial (C - Ay) / \partial y = 0\), which simplifies to \(A - A = 0\). So, the flow field is indeed incompressible.
02

Plotting Streamlines

To plot the streamlines, the differential equation for the streamline in 2D is solved. This is dy/dx = Vx/Vy, where Vx and Vy are the x and y components of the velocity. After substitution, we get dy/dx = (3x + 6) / (4 - 3y). This can be solved numerically for the streamlines.
03

Calculating Stagnation points

The stagnation point(s) in a flow field occur where the velocity goes to zero. Thus, we set the x and y components of the velocity \(\vec{V}\) as zero and solve for x and y. This gives (3x + 6) = 0 and (4 - 3y) = 0, that implies x = -2 and y = 4/3. Therefore the stagnation point is (-2, 4/3)
04

Test for Irrotationality

A flow is irrotational if its curl, \(\nabla \times \vec{V}\), is equal to zero. Calculating the curl, we get \(\nabla \times \vec{V} = \mathrm{k}( - \partial (Ax + B) / \partial y + \partial (C - Ay) / \partial x)\) which reduces to \(\mathrm{k}(A + A) = 2A \mathrm{k} \). As the curl is not zero, the flow is not irrotational.
05

Find the pressure difference

Since the velocity potential \(\phi\) cannot be obtained as the flow is not irrotational, Bernoulli's equation cannot be applied directly. Bernoulli's equation includes changes in height and affects both pressure and flow velocities. Since the point is within the fluid, and there is a difference in z coordinates, we need more information about the behavior of the fluid in the z direction apart from its body force distribution (like z component of velocity and z dependence of pressure) in order to find the pressure difference.

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