Consider water flowing through the pipe network shown in the figure below. The flow can be assumed stationary inside Reservoir 1 and Reservoir 2. The inlet of Reservoir 2 is located 2 m below the outlet of Reservoir 1. The pressure in Reservoir 1 is 50 kPa, and the pressure in Reservoir 2 is 30 kPa. Section 1 of the pipe network has a length of 5 m and a diameter of 0.2 m. Section 2 of the pipe network has a length of 2 m and a diameter of 0.15 m. Section 3 of the pipe network has a diameter of 0.18 m and an unknown length. The mass flow rate through the pipe network is 160 kg/s. Minor total pressure losses in the elbows connecting the sections may be neglected. Calculate the length of Section 3 of the pipe network. Assume that the friction factor through all sections is 0.01. 50 kPa water Reservoir 1 5m Section 1 Section 2 Section 3 L3 Reservoir 2 30 kPa water 2 m

Elements Of Electromagnetics
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Consider water flowing through the pipe network shown in the figure below. The flow can be
assumed stationary inside Reservoir 1 and Reservoir 2. The inlet of Reservoir 2 is located 2 m below
the outlet of Reservoir 1. The pressure in Reservoir 1 is 50 kPa, and the pressure in Reservoir 2 is 30
kPa. Section 1 of the pipe network has a length of 5 m and a diameter of 0.2 m. Section 2 of the pipe
network has a length of 2 m and a diameter of 0.15 m. Section 3 of the pipe network has a diameter
of 0.18 m and an unknown length. The mass flow rate through the pipe network is 160 kg/s. Minor
total pressure losses in the elbows connecting the sections may be neglected. Calculate the length
of Section 3 of the pipe network. Assume that the friction factor through all sections is 0.01.
50 kPa
water
Reservoir 1
5m
Section 1
Section 2
Section 3
L3
Reservoir 2
30 kPa
water
2m
Transcribed Image Text:Consider water flowing through the pipe network shown in the figure below. The flow can be assumed stationary inside Reservoir 1 and Reservoir 2. The inlet of Reservoir 2 is located 2 m below the outlet of Reservoir 1. The pressure in Reservoir 1 is 50 kPa, and the pressure in Reservoir 2 is 30 kPa. Section 1 of the pipe network has a length of 5 m and a diameter of 0.2 m. Section 2 of the pipe network has a length of 2 m and a diameter of 0.15 m. Section 3 of the pipe network has a diameter of 0.18 m and an unknown length. The mass flow rate through the pipe network is 160 kg/s. Minor total pressure losses in the elbows connecting the sections may be neglected. Calculate the length of Section 3 of the pipe network. Assume that the friction factor through all sections is 0.01. 50 kPa water Reservoir 1 5m Section 1 Section 2 Section 3 L3 Reservoir 2 30 kPa water 2m
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