The pump shown in the figure draws water from Reservoir A and discharges the fluid into a nozzle at D. The length of the pipe from the reservoir to the pump is 150m and the length of the pipe from the pump to the nozzle is 1500m. The pipe diameter prior to the pump is 450mm whereas that after the pump is 600mm. If the gage pressure at pt. A is taken at 95 kPa and the gage pressure at pt. B is 3.5 kPa (f = 0.02 for all pipes), then: B 4 m
The pump shown in the figure draws water from Reservoir A and discharges the fluid into a nozzle at D. The length of the pipe from the reservoir to the pump is 150m and the length of the pipe from the pump to the nozzle is 1500m. The pipe diameter prior to the pump is 450mm whereas that after the pump is 600mm. If the gage pressure at pt. A is taken at 95 kPa and the gage pressure at pt. B is 3.5 kPa (f = 0.02 for all pipes), then: B 4 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Determine the velocity of the flow in pipe BC. (m/s)
Choices of answers:
11.3
10.2
7.5
2.1
![The pump shown in the figure draws water from Reservoir A and discharges the fluid into a nozzle at D. The
length of the pipe from the reservoir to the pump is 150m and the length of the pipe from the pump to the
nozzle is 1500m. The pipe diameter prior to the pump is 450mm whereas that after the pump is 600mm.
If the gage pressure at pt. A is taken at 95 kPa and the gage pressure at pt. B is 3.5 kPa (f = 0.02 for all pipes),
then:
B
4 m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F44c5fcb9-fb2a-4d64-9af6-58a6d961910b%2Fa531dcb8-eb42-4561-928b-296af9ae55c8%2Fd3sbv7b_processed.jpeg&w=3840&q=75)
Transcribed Image Text:The pump shown in the figure draws water from Reservoir A and discharges the fluid into a nozzle at D. The
length of the pipe from the reservoir to the pump is 150m and the length of the pipe from the pump to the
nozzle is 1500m. The pipe diameter prior to the pump is 450mm whereas that after the pump is 600mm.
If the gage pressure at pt. A is taken at 95 kPa and the gage pressure at pt. B is 3.5 kPa (f = 0.02 for all pipes),
then:
B
4 m
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