A pitot tube records of 7.85 kN/m as the stagnation pressure when it is head at the centre of pipe of 250 mm diameter conveying water. The static pressure in the pipe is 40 mm of mercury (gauge-vacuum). Calculate the discharge through the pipe assuming that the mean velocity of flow is 0.8 tìmes the maximum velocity. Take C, = 0.98
A pitot tube records of 7.85 kN/m as the stagnation pressure when it is head at the centre of pipe of 250 mm diameter conveying water. The static pressure in the pipe is 40 mm of mercury (gauge-vacuum). Calculate the discharge through the pipe assuming that the mean velocity of flow is 0.8 tìmes the maximum velocity. Take C, = 0.98
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![A pitot tube records of 7.85 kN/m as the stagnation
pressure when it is head at the centre of pipe of 250 mm
diameter conveying water. The static pressure in the pipe is
40 mm of mercury (gauge-vacuum). Calculate the discharge
through the pipe assuming that the mean velocity of flow is
0.8 times the maximum velocity. Take Cy = 0.98](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fc743483e-86bc-4208-934e-6ae05c522ed4%2F4513ced1-2b30-441e-940e-85947e314166%2Fryetmrq_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A pitot tube records of 7.85 kN/m as the stagnation
pressure when it is head at the centre of pipe of 250 mm
diameter conveying water. The static pressure in the pipe is
40 mm of mercury (gauge-vacuum). Calculate the discharge
through the pipe assuming that the mean velocity of flow is
0.8 times the maximum velocity. Take Cy = 0.98
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