# Paraphrasing and summarize - Free Essay On Engineering

Type of paper: Essay

Pages: 1

Words: 275

Published: 2020/11/06

## Paraphrasing and summarize

Discussion:
The center of pressure has been calculated from the top and mentioned in tables in the results section. Equation 2 has been utilized in both segments, and it represents that with the increase in height, the center of pressure also increases, and the level of the hydrostatic pressure also gains increment with the fluid height. Furthermore, equation 2 also represents that the height fluid is dependent on the applied atmospheric pressure. Equation 1 helped in the determination of the magnitude and level of the hydrostatic force. Use of different fluids varies the position of the center pressure as well as the magnitude of the hydrostatic force. Equation 1 represents the process of calculation of the hydrostatic force that is dependent on the specific weight as well as height. So by changing the fluid, we will have varied specific weight, and the height will vary with the applied atmospheric pressure. The percentage difference between the experimental value and the theoretical value occurs as a result of human error.
Figure 1: Yr Vs Hc in part 1 Figure 2: Yr Vs Hc in part 2As represented in figures, center pressure increases with the increase of Hc and this increase is large on an inclined plane. Part 2 is showing more slope than part 1.

## Conclusion:

The center of pressure and the hydrostatic pressure have been determined in this research. We came to know the use of equation 1 and equation 2 in a vertical as well as inclined plane. We have found that the center of pressure and the hydrostatic pressure rises with the increase in the height of the fluid. Moreover, the height and force vary with the use of different fluids as they have different densities.

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Paraphrasing and summarize - Free Essay On Engineering. Free Essay Examples - WePapers.com. https://www.wepapers.com/samples/free-essay-on-engineering/. Published Nov 06, 2020. Accessed May 30, 2023.
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