14.17
Consider a paraboloid-shaped water tank filled with water. The water level has a depth of 4 meters and a diameter of 4 meters at the top.
The objective is to calculate the total volume of water using a triple integral in cylindrical coordinates. Here, the paraboloid region S can be modeled by the coordinates r, theta and z.
The integration process starts vertically along the z-axis.
Here the volume is bounded above by the plane z equals 4 and below by the paraboloid surface z equals r squared.
As r goes between its lower limit of zero and upper limit of 2, the former integral with respect to z accounts for the changing height.
Together, as theta remains fixed, r and z then sweep out a flat two-dimensional vertical slice.
Finally, this two-dimensional cross-section is rotated through a complete circle of 2 pi radians.
This rotation sweeps the slice through every angular position, encompassing the entire three-dimensional volume of the tank.
Multiple integrals provide a powerful mathematical framework for calculating physical quantities distributed throughout two- and three-dimensional regions. One important application is the determination of volume in objects with curved geometries, such as storage tanks, pipes, and reservoirs. Cylindrical coordinates are especially useful for systems with rotational symmetry because they simplify the description of circular and paraboloid-shaped regions.
Consider a paraboloid-shaped water tank filled with water to a depth of 4 meters and having a top diameter of 4 meters. Because the tank is symmetric about the vertical axis, cylindrical coordinates provide a natural way to describe the region. In this coordinate system, the position of each point is determined by the radial distance r, the angular coordinate θ, and the vertical coordinate z.
The integration process begins along the vertical direction. At a fixed radial position, the height extends upward from the curved paraboloid surface to the water level at the top of the tank. As the radial distance increases from the center outward to the boundary of the tank, the vertical height changes continuously. This variation in height is incorporated directly into the integration process, allowing the curved geometry of the tank to be accurately represented.
For a fixed angular position, the radial and vertical coordinates define a two-dimensional slice of the tank. Rotating this slice through all angular positions around the central axis generates the complete three-dimensional region occupied by the water. The triple integral accumulates the contribution from every infinitesimal portion of the tank, producing the total volume. This approach demonstrates how multiple integrals can model realistic engineering structures with nonuniform curved boundaries.
Consider a paraboloid-shaped water tank filled with water. The water level has a depth of 4 meters and a diameter of 4 meters at the top.
The objective is to calculate the total volume of water using a triple integral in cylindrical coordinates. Here, the paraboloid region S can be modeled by the coordinates r, theta and z.
The integration process starts vertically along the z-axis.
Here the volume is bounded above by the plane z equals 4 and below by the paraboloid surface z equals r squared.
As r goes between its lower limit of zero and upper limit of 2, the former integral with respect to z accounts for the changing height.
Together, as theta remains fixed, r and z then sweep out a flat two-dimensional vertical slice.
Finally, this two-dimensional cross-section is rotated through a complete circle of 2 pi radians.
This rotation sweeps the slice through every angular position, encompassing the entire three-dimensional volume of the tank.
From Chapter 14:
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