The pipe (0-1-2) shown in the …gure is angled upward at 30 and is …lled with water. The distance from (1) to (2) (along the pipe) is 1.2 m. The manometer liquid is mercury. For part (a), the pipe is capped at location (0) so that the water is stationary in the pipe. What would be the value of h in this case? For part (b), the pipe shown is just a section of a much longer pipe, and water is ‡owing upwards from (0) to (1) to (2). If the pressure loss due to friction from location (1) to location (2) is 20 kPa, what is the value of h in this case?
The pipe (0-1-2) shown in the …gure is angled upward at 30 and is …lled with water. The distance from (1) to (2) (along the pipe) is 1.2 m. The manometer liquid is mercury. For part (a), the pipe is capped at location (0) so that the water is stationary in the pipe. What would be the value of h in this case? For part (b), the pipe shown is just a section of a much longer pipe, and water is ‡owing upwards from (0) to (1) to (2). If the pressure loss due to friction from location (1) to location (2) is 20 kPa, what is the value of h in this case?
International Edition---engineering Mechanics: Statics, 4th Edition
4th Edition
ISBN:9781305501607
Author:Andrew Pytel And Jaan Kiusalaas
Publisher:Andrew Pytel And Jaan Kiusalaas
Chapter8: Centroids And Distributed Loads
Section: Chapter Questions
Problem 8.122P: The 12-ft wide quarter-circular gate AB is hinged at A. Determine the contact force between the gate...
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The pipe (0-1-2) shown in the …gure is angled upward at 30 and is …lled with water. The distance from (1) to (2) (along the pipe) is 1.2 m. The manometer liquid is mercury.
For part (a), the pipe is capped at location (0) so that the water is stationary in the pipe. What would be the value of h in this case?
For part (b), the pipe shown is just a section of a much longer pipe, and water is ‡owing upwards from (0) to (1) to (2). If the pressure loss due to friction from location (1) to location
(2) is 20 kPa, what is the value of h in this case?
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