Water enters the horizontal, circular crosssectional, sudden contraction nozzle sketched in the figure at section (1) with a uniformly distributed velocity of 25 ft/s and a pressure of 75 psi. The water exits from the nozzle into the atmosphere at section (2) where the uniformly distributed velocity is 100 ft/s. Determine the axial component of the anchoring force required to hold the contraction in place.

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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Water enters the horizontal, circular crosssectional, sudden contraction nozzle sketched in the figure at section (1) with a uniformly distributed velocity of 25 ft/s and a pressure of 75 psi. The water exits from the nozzle into the atmosphere at section (2) where the uniformly distributed velocity is 100 ft/s. Determine the axial component of the anchoring force required to hold the contraction in place.

This diagram illustrates fluid flow through a pipe with two sections, showing a change in pressure and velocity.

### Properties of Section (1)
- **Diameter (\(D_1\)):** 3 inches
- **Pressure (\(p_1\)):** 75 psi
- **Velocity (\(V_1\)):** 25 ft/s

### Properties of Section (2)
- **Pressure (\(p_2\)):** 0 psi
- **Velocity (\(V_2\)):** 100 ft/s

The flow transitions from Section (1) to Section (2) showing a decrease in pressure and an increase in velocity, illustrating principles related to fluid dynamics, such as Bernoulli's equation.
Transcribed Image Text:This diagram illustrates fluid flow through a pipe with two sections, showing a change in pressure and velocity. ### Properties of Section (1) - **Diameter (\(D_1\)):** 3 inches - **Pressure (\(p_1\)):** 75 psi - **Velocity (\(V_1\)):** 25 ft/s ### Properties of Section (2) - **Pressure (\(p_2\)):** 0 psi - **Velocity (\(V_2\)):** 100 ft/s The flow transitions from Section (1) to Section (2) showing a decrease in pressure and an increase in velocity, illustrating principles related to fluid dynamics, such as Bernoulli's equation.
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