Compute for the head lost between the two sections of a horizontal pipe that gradually reduces from 300 mm to 100 mm diameter. The pressure at the first section is 100 kPa and 70 kPa on the second. Rate of flow of water is at 15 lit/sec. 300 mm Q = 0.015 m/s 100 mm P: = 70 kPa P: = 100 kPa

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Chapter11: Fluid Statics
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5. Compute for the head lost between the two sections of a horizontal pipe that gradually reduces
from 300 mm to 100 mm diameter. The pressure at the first section is 100 kPa and 70 kPa on
the second. Rate of flow of water is at 15 lit/sec.
300 mm
Q = 0.015 m/s
100 mm
P2 = 70 kPa
P: = 100 kPa
Transcribed Image Text:5. Compute for the head lost between the two sections of a horizontal pipe that gradually reduces from 300 mm to 100 mm diameter. The pressure at the first section is 100 kPa and 70 kPa on the second. Rate of flow of water is at 15 lit/sec. 300 mm Q = 0.015 m/s 100 mm P2 = 70 kPa P: = 100 kPa
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