As shown in Fig. 4.33, the pipe diameter is d = 25 mm. l1 = 8 m; l2 = 1 m; H = 5 m. The nozzle diameter is d0 = 10 mm, and the minor loss coefficients of inlet and elbow are f1 = 0.5 and f2 = 0.1 respectively. For nozzle, f3 = 0.1 (relative to the outflow velocity of nozzle). The friction factor is k = 0:03. Try to determine jet height h.

Elements Of Electromagnetics
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Author:Sadiku, Matthew N. O.
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ChapterMA: Math Assessment
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As shown in Fig. 4.33, the pipe diameter is d = 25 mm. l1 = 8 m; l2 = 1 m;
H = 5 m. The nozzle diameter is d0 = 10 mm, and the minor loss coefficients
of inlet and elbow are f1 = 0.5 and f2 = 0.1 respectively. For nozzle, f3 =
0.1 (relative to the outflow velocity of nozzle). The friction factor is k = 0:03.
Try to determine jet height h.

**Fig. 4.33: Problem 4.18**

This diagram depicts a fluid flow scenario which involves a horizontal pipe leading from a reservoir and includes vertical sections. The following components and dimensions are specified:

- **Reservoir:** The leftmost section of the diagram represents the reservoir with a fluid level above the pipe outlet.
- **Horizontal Pipe Section:**
  - Length \( l_1 \): The length of the horizontal pipe section from the reservoir to the elbow.
  - Elevation \( \xi_1 \): The vertical position or elevation of the horizontal pipe.
  
- **Vertical Pipe Section:**
  - Diameter \( d_0 \): The diameter of the vertical pipe section.
  - Height \( h \): The height of the vertical section extending upwards.
  - Elevation \( \xi_2 \): The vertical position or elevation at the bottom of the vertical section.
  
- **Intermediate Elevations** \(\xi_2\) and \(\xi_3\): These denote points at different heights along the vertical section of the layout.
- **Flow Direction:** The flow direction is indicated by arrows along the pipe path.

- **Overall Height \( H \):** The total vertical distance measured from the top of the reservoir to the end of the vertical pipe section.

The pipe appears to be arranged to transfer liquid from the reservoir to another point through a series of connected pipe segments, experiencing changes in elevation and direction. Understanding factors such as pressure changes, velocity, and flow rates would involve applying principles of fluid dynamics to this setup.
Transcribed Image Text:**Fig. 4.33: Problem 4.18** This diagram depicts a fluid flow scenario which involves a horizontal pipe leading from a reservoir and includes vertical sections. The following components and dimensions are specified: - **Reservoir:** The leftmost section of the diagram represents the reservoir with a fluid level above the pipe outlet. - **Horizontal Pipe Section:** - Length \( l_1 \): The length of the horizontal pipe section from the reservoir to the elbow. - Elevation \( \xi_1 \): The vertical position or elevation of the horizontal pipe. - **Vertical Pipe Section:** - Diameter \( d_0 \): The diameter of the vertical pipe section. - Height \( h \): The height of the vertical section extending upwards. - Elevation \( \xi_2 \): The vertical position or elevation at the bottom of the vertical section. - **Intermediate Elevations** \(\xi_2\) and \(\xi_3\): These denote points at different heights along the vertical section of the layout. - **Flow Direction:** The flow direction is indicated by arrows along the pipe path. - **Overall Height \( H \):** The total vertical distance measured from the top of the reservoir to the end of the vertical pipe section. The pipe appears to be arranged to transfer liquid from the reservoir to another point through a series of connected pipe segments, experiencing changes in elevation and direction. Understanding factors such as pressure changes, velocity, and flow rates would involve applying principles of fluid dynamics to this setup.
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