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A two-dimensional velocity field is given by $$ \mathbf{v}=5 x \mathbf{i}+2 y \mathbf{j} \mathbf{~ m} / \mathrm{s} $$ where \(x\) and \(y\) are in meters. Determine the equation of the pathline that originates at the point (1,2) . For what range of times since release does the released particle remain within the domain of \(0 \leq x \leq 100 \mathrm{~m}, 0 \leq y \leq 100 \mathrm{~m}\). Plot the pathline within this domain.

Short Answer

Expert verified
The pathline is \( (x(t), y(t)) = (e^{5t}, 2e^{2t}) \), and the particle stays in domain for \( 0 \leq t \leq 0.92 \).

Step by step solution

01

Identify and Write Down the Governing Equations

Given the velocity field \( \mathbf{v}=5x\mathbf{i} + 2y\mathbf{j} \), it can be broken into components as \( u(x,y)=5x \) and \( v(x,y)=2y \). These are the velocity components in the x and y directions, respectively. Pathlines can be determined by solving the differential equations \( \frac{dx}{dt} = u(x,y) \) and \( \frac{dy}{dt} = v(x,y) \).
02

Solve the Differential Equation for x(t)

From the equation \( \frac{dx}{dt} = 5x \), we can separate variables:\[ \frac{dx}{x} = 5 dt \]Integrate both sides:\[ \ln|x| = 5t + C_1 \]Exponentiate to solve for \(x\):\[ x(t) = C_2 e^{5t} \]where \( C_2 = e^{C_1} \) is a constant determined by initial conditions.
03

Solve the Differential Equation for y(t)

From the equation \( \frac{dy}{dt} = 2y \), separate variables:\[ \frac{dy}{y} = 2 dt \]Integrate both sides:\[ \ln|y| = 2t + C_3 \]Exponentiate to solve for \(y\):\[ y(t) = C_4 e^{2t} \]where \( C_4 = e^{C_3} \) is a constant determined by initial conditions.
04

Apply Initial Conditions to Solve for Constants

With the initial condition \( x(0) = 1 \), plug into \( x(t) = C_2 e^{5t} \):\[ 1 = C_2 e^{0} \]Thus, \( C_2 = 1 \).Similarly, for \( y(0) = 2 \), plug into \( y(t) = C_4 e^{2t} \):\[ 2 = C_4 e^{0} \]Thus, \( C_4 = 2 \).
05

Write the Equations for Pathlines

Substituting the constants back into the expressions, the pathline equations are:\[ x(t) = e^{5t} \]\[ y(t) = 2e^{2t} \].
06

Find the Time Range for the Given Domain

The particle remains within the domain as long as \( 0 \leq x(t) \leq 100 \) and \( 0 \leq y(t) \leq 100 \).For x(t):\[ e^{5t} \leq 100 \]Take the natural logarithm:\[ 5t \leq \ln(100) \]\[ t \leq \frac{\ln(100)}{5} \]For y(t):\[ 2e^{2t} \leq 100 \]\[ e^{2t} \leq 50 \]Take the natural logarithm:\[ 2t \leq \ln(50) \]\[ t \leq \frac{\ln(50)}{2} \]The particle is within the domain for \( 0 \leq t \leq \min\left(\frac{\ln(100)}{5}, \frac{\ln(50)}{2}\right) \).
07

Calculate Maximum Time for Domain

Calculate \( \frac{\ln(100)}{5} \) and \( \frac{\ln(50)}{2} \):\[ \frac{\ln(100)}{5} \approx 0.92 \]\[ \frac{\ln(50)}{2} \approx 1.92 \]Thus, the particle remains in the domain for \( 0 \leq t \leq 0.92 \).

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Key Concepts

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

Velocity Field Analysis
A velocity field describes how the velocity of a fluid changes in space over time. It is essential in understanding how fluid particles move through a medium. In this particular exercise, the velocity field is given by the vector equation \( \mathbf{v} = 5x\mathbf{i} + 2y\mathbf{j} \), where \( x \) and \( y \) are spatial coordinates, and \( \mathbf{i} \) and \( \mathbf{j} \) are unit vectors in the x and y directions, respectively.
This velocity field indicates that the velocity of a particle increases with its x-coordinate and y-coordinate, which means the further you are in the positive x or y direction, the faster the particle moves.

By breaking it into components, \( u(x,y) = 5x \) and \( v(x,y) = 2y \), we can analyze how velocity is distributed in each directional axis. This breakdown is crucial because it tells us that the motion in the x-direction depends directly on the x-position, and similarly, the y-motion depends directly on the y-position. Understanding this dependence is a vital part of velocity field analysis.
Differential Equations in Fluid Dynamics
Differential equations are used to model changes and dynamics in fluid systems. In this context, they describe the rate of change of a particle's position in terms of time and position-related factors.
For the given problem, the differential equations are:
  • \( \frac{dx}{dt} = u(x,y) = 5x \)
  • \( \frac{dy}{dt} = v(x,y) = 2y \)
These equations are first-order, meaning they relate first derivatives to the function itself. By solving these equations, we can determine how a fluid particle traces a path over time, called a pathline.
The solution involves separating variables and integrating, which generally involves some constants of integration that depend on initial conditions. Solving these differential equations helps to derive the functional form of the pathlines \( x(t) \) and \( y(t) \), which describe how positions in x and y evolve over time.
Initial Conditions in Fluid Flow
Initial conditions specify the state of a fluid system at the beginning of analysis. They are necessary to uniquely determine the solution to a differential equation.
In fluid dynamics, initial conditions typically involve the initial positions and velocities of fluid particles. For the given exercise, we know the particle originates at the point (1, 2). Using this information, we can find the specific values of the constants from our integrated equations.

Applying these initial conditions:
  • For \( x(t) = C_2 e^{5t} \): Set \( t = 0 \) to find \( C_2 \). Since \( x(0) = 1 \), \( C_2 = 1 \).
  • For \( y(t) = C_4 e^{2t} \): Set \( t = 0 \) to find \( C_4 \). Since \( y(0) = 2 \), \( C_4 = 2 \).
These initial condition values are crucial as they tailor the general solutions from the differential equations to the specific conditions of the problem.
Boundary Conditions in Fluid Mechanics
Boundary conditions are constraints necessary to define the feasible domain of the fluid flow. They dictate how the fluid can behave at the edges or boundaries of its environment. In this exercise, boundary conditions are given as constraints on the x and y domain: \( 0 \leq x \leq 100 \) m and \( 0 \leq y \leq 100 \) m.
To determine the behavior of the pathlines within these boundaries, we check when the pathline equations \( x(t) = e^{5t} \) and \( y(t) = 2e^{2t} \) exceed these limits:
  • For \( x(t): e^{5t} \leq 100 \), solving gives \( t \leq \frac{\ln(100)}{5} \approx 0.92 \).
  • For \( y(t): 2e^{2t} \leq 100 \), solving gives \( t \leq \frac{\ln(50)}{2} \approx 1.92 \).

The minimum of these values \( t \leq 0.92 \) defines how long the particle remains within this domain. Analyzing and applying boundary conditions ensure that the pathline calculations reflect realistic physical constraints of the system.

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Most popular questions from this chapter

The temperature, \(T,\) and the vertical component, \(w,\) of the wind velocity on the side of a very steep cliff are approximated by the relations $$ T(z, t)=20\left(1-0.3 z^{2}\right) \sin \left(\frac{\pi t}{6}\right){ }^{\circ} \mathrm{C}, \quad w=2.1\left(1+0.5 z^{2}\right) \mathrm{m} / \mathrm{s} $$ where \(z\) is the elevation above sea level in \(\mathrm{km}\) and \(t\) is the time in seconds. The horizontal components of the wind velocity are negligible along the cliff. Estimate the rate of change of temperature in the wind at \(z=1.2 \mathrm{~km}\) and \(t=5400 \mathrm{~s}(1.5 \mathrm{~h})\).

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A Pitot-static tube is used to measure the velocity of carbon dioxide \(\left(\mathrm{CO}_{2}\right)\) in a \(200-\) mm-diameter pipe. The temperature and (absolute) pressure of \(\mathrm{CO}_{2}\) in the pipe are \(5^{\circ} \mathrm{C}\) and \(250 \mathrm{kPa}\), respectively. If the Pitot-static tube indicates a differential pressure (i.e., stagnation minus static) of \(0.4 \mathrm{kPa}\), estimate the volume flow rate in the pipe.

A two-dimensional velocity field within the domain \(0 \leq x \leq 10 \mathrm{~m}\) and \(0 \leq y \leq 10 \mathrm{~m}\) is given by $$ \mathbf{v}=5 x \mathbf{i}+3 x y \mathbf{j} \mathrm{cm} / \mathrm{s} $$ where \(x\) and \(y\) are the Cartesian coordinates in meters. Find the equation of the streamline that passes through the point \((1 \mathrm{~m}, 1 \mathrm{~m})\). Plot the streamline.

A Pitot tube is placed in a river as shown in Figure \(3.56 .\) The submerged end of the tube is \(0.50 \mathrm{~m}\) below the water surface, and the water in the tube rises to a level that is \(40 \mathrm{~mm}\) above the water surface in the river. Estimate the velocity in the river upstream of the submerged end of the tube. Note that this is the original application of the Pitot tube used by Henri Pitot to measure the flow rate in the Seine River.

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