Problem 1: Energy Equation Assuming steady flow of an ideal incompressible fluid, find the pressure at point A [psi]. The pipe diameter is 12.0 in at point A and 6.0 in at point B. At point B, the pressure head is 2.0 ft and the velocity is 8.0 ft/s. Use g = 32.0 ft/s² and y= 52.0 lb/ft³. A B

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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**Problem 1: Energy Equation**

Assuming steady flow of an ideal incompressible fluid, find the pressure at point A [psi]. The pipe diameter is 12.0 in at point A and 6.0 in at point B. At point B, the pressure head is 2.0 ft and the velocity is 8.0 ft/s. Use \( g = 32.0 \, \text{ft/s}^2 \) and \( \gamma = 52.0 \, \text{lb/ft}^3 \).

**Diagram Explanation**

The diagram depicts a pipe transitioning from point A to point B. The section from A to B shows a narrowing flow path. Point A is at the wider end of the pipe, with a diameter of 12.0 inches. Point B is at the narrower end, with a diameter of 6.0 inches. Streamlines indicate the flow direction, emphasizing the change in diameter between the two points.
Transcribed Image Text:**Problem 1: Energy Equation** Assuming steady flow of an ideal incompressible fluid, find the pressure at point A [psi]. The pipe diameter is 12.0 in at point A and 6.0 in at point B. At point B, the pressure head is 2.0 ft and the velocity is 8.0 ft/s. Use \( g = 32.0 \, \text{ft/s}^2 \) and \( \gamma = 52.0 \, \text{lb/ft}^3 \). **Diagram Explanation** The diagram depicts a pipe transitioning from point A to point B. The section from A to B shows a narrowing flow path. Point A is at the wider end of the pipe, with a diameter of 12.0 inches. Point B is at the narrower end, with a diameter of 6.0 inches. Streamlines indicate the flow direction, emphasizing the change in diameter between the two points.
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