Water at 20°C is to be pumped from one tank (ZA=5 m) to another tank at a higher elevation (ZB=13 m) through two 36 m long pipes connected in parallel, as shown in the figure. . The pipes are made of commercial steel, and the diameters of the two pipes are 4 and 8 cm. Water will be pumped via a 70 percent efficient motor-pump coupling that extracts 8 kW of electrical power during operation. Minor losses and head loss in the pipes connecting the pipe joints parallel to the two tanks are considered negligible. Determine the total flow rate between the reservoirs and the flow rate through each of the parallel pipes. Hypothesis: 1.The flow is stationary and incompressible. 2. The input elects are negligible and therefore the flow is fully developed. 3. The elevation of deposits remains constant. 4. Minor losses and head loss in pipes other than parallel pipes are said to be negligible. 5. The flows through both pipes are turbulent (to be verified).

Refrigeration and Air Conditioning Technology (MindTap Course List)
8th Edition
ISBN:9781305578296
Author:John Tomczyk, Eugene Silberstein, Bill Whitman, Bill Johnson
Publisher:John Tomczyk, Eugene Silberstein, Bill Whitman, Bill Johnson
Chapter42: Heat Gains And Heat Losses In Structures
Section: Chapter Questions
Problem 10RQ: If the R-value of a construction material is 2.0, what isits U-value? A. 0.25 B. 0 50 C. 1.0 D. 2.0
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Water at 20°C is to be pumped from one tank (ZA=5 m) to another tank at a higher elevation (ZB=13 m) through two 36 m long pipes connected in parallel, as shown in the figure. . The pipes are made of commercial steel, and the diameters of the two pipes are 4 and 8 cm. Water will be pumped via a 70 percent efficient motor-pump coupling that extracts 8 kW of electrical power during operation. Minor losses and head loss in the pipes connecting the pipe joints parallel to the two tanks are considered negligible. Determine the total flow rate between the reservoirs and the flow rate through each of the parallel pipes.

Hypothesis:

1.The flow is stationary and incompressible.

2. The input elects are negligible and therefore the flow is fully developed.

3. The elevation of deposits remains constant.

4. Minor losses and head loss in pipes other than parallel pipes are said to be negligible.

5. The flows through both pipes are turbulent (to be verified).

2₁=5m
Pump
L₁ = 36 m
D₁ =4 cm
Control
volume
-boundary
D₂ = 8 cm
L₂= 36 m
B
2g = 13 m
Transcribed Image Text:2₁=5m Pump L₁ = 36 m D₁ =4 cm Control volume -boundary D₂ = 8 cm L₂= 36 m B 2g = 13 m
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