Water flowing in x direction has a rate of B̅ x = 3yz liters/minute/m 2. The total flow or flux of water through the rectangular area with corners (0, 0, 0), (0, 3, 0), (0, 0, 2) and (0, 3, 2) m is
This problem asks us to calculate the total flow of water, also known as flux, through a specific rectangular area given the water flow rate vector.
The water flow rate is given by the vector field $\vec{B} = 3yz \, \hat{i}$ liters/minute/m2. This vector tells us the direction and magnitude of the flow at any point $(x, y, z)$ in space. The $\hat{i}$ component indicates that the flow is entirely in the positive x-direction. The magnitude of the flow rate depends on the y and z coordinates.
The rectangular area is defined by the corners (0, 0, 0), (0, 3, 0), (0, 0, 2), and (0, 3, 2). Let's look at the coordinates:
Notice that the x-coordinate is 0 for all four points. This means the rectangular area lies in the yz-plane (where x=0). The vertices define a rectangle stretching from y=0 to y=3 and from z=0 to z=2 within the plane x=0.
| Coordinate | x | y | z |
|---|---|---|---|
| (0, 0, 0) | 0 | 0 | 0 |
| (0, 3, 0) | 0 | 3 | 0 |
| (0, 0, 2) | 0 | 0 | 2 |
| (0, 3, 2) | 0 | 3 | 2 |
The sides of the rectangle are along the y and z axes in the yz-plane. The side along the y-axis has length $3 - 0 = 3$ m. The side along the z-axis has length $2 - 0 = 2$ m. The area of this rectangle is $3 \times 2 = 6$ m2.
The total flow or flux ($\Phi$) of a vector field $\vec{B}$ through a surface area A is calculated using the surface integral:
$$ \Phi = \iint_A \vec{B} \cdot \vec{dA} $$
Here, $\vec{B}$ is the water flow rate vector and $\vec{dA}$ is the differential area vector of the surface.
The rectangular area lies in the yz-plane (x=0). The flow is in the positive x-direction ($\hat{i}$). The area vector for a surface in the yz-plane that allows flow in the positive x-direction is in the positive x-direction. So, the differential area vector is $\vec{dA} = dA \, \hat{i}$. For a flat rectangular area in the yz-plane, $dA = dy \, dz$.
So, $\vec{dA} = dy \, dz \, \hat{i}$.
Now, let's calculate the dot product $\vec{B} \cdot \vec{dA}$:
$$ \vec{B} \cdot \vec{dA} = (3yz \, \hat{i}) \cdot (dy \, dz \, \hat{i}) $$
Since $\hat{i} \cdot \hat{i} = 1$, the dot product is:
$$ \vec{B} \cdot \vec{dA} = 3yz \, dy \, dz $$
The integration needs to be performed over the specified rectangular area, which spans from $y=0$ to $y=3$ and from $z=0$ to $z=2$.
The total flux is:
$$ \Phi = \int_{z=0}^{z=2} \int_{y=0}^{y=3} 3yz \, dy \, dz $$
We integrate with respect to y first:
$$ \int_{y=0}^{y=3} 3yz \, dy = 3z \int_{y=0}^{y=3} y \, dy $$
$$ = 3z \left[ \frac{y^2}{2} \right]_{y=0}^{y=3} $$
$$ = 3z \left( \frac{3^2}{2} - \frac{0^2}{2} \right) $$
$$ = 3z \left( \frac{9}{2} - 0 \right) $$
$$ = \frac{27}{2} z $$
Now, we integrate the result with respect to z from 0 to 2:
$$ \Phi = \int_{z=0}^{z=2} \frac{27}{2} z \, dz $$
$$ = \frac{27}{2} \int_{z=0}^{z=2} z \, dz $$
$$ = \frac{27}{2} \left[ \frac{z^2}{2} \right]_{z=0}^{z=2} $$
$$ = \frac{27}{2} \left( \frac{2^2}{2} - \frac{0^2}{2} \right) $$
$$ = \frac{27}{2} \left( \frac{4}{2} - 0 \right) $$
$$ = \frac{27}{2} (2) $$
$$ = 27 $$
The total flow or flux of water through the rectangular area is 27 liters/minute.
| Concept | Description | Formula/Representation |
|---|---|---|
| Water Flow Rate Vector ($\vec{B}$) | Describes the velocity and direction of water flow at a point. Given as $3yz \, \hat{i}$. | Vector Field |
| Rectangular Area | Surface defined by given coordinates (0,0,0), (0,3,0), (0,0,2), (0,3,2). Lies in yz-plane, $0 \le y \le 3$, $0 \le z \le 2$. | Surface in 3D Space |
| Differential Area Vector ($\vec{dA}$) | An infinitesimal vector representing a small piece of the surface area. For this area, $\vec{dA} = dy \, dz \, \hat{i}$. | Vector normal to the surface |
| Total Flow / Flux ($\Phi$) | The total amount of water passing through the surface per unit time. Calculated by the surface integral of $\vec{B} \cdot \vec{dA}$. | $$ \Phi = \iint_A \vec{B} \cdot \vec{dA} $$ |
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