An incompressible fluid (water) flows steadily from an open tank. The elevation of point 1 is 10.0m, and the elevation of point 2 and 3 is 2.00m. The cross-sectional area at point 2 is 0.0680 m2, at point 3 it is 0.0360 m2. The area of the tank is very large compared to the cross-sectional area of the pipe. Assuming that Bernoulli’s equation applies, compute: (a) The discharge rate in cubic meters per second; (b) The gauge pressure at point 2.

Principles of Physics: A Calculus-Based Text
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ISBN:9781133104261
Author:Raymond A. Serway, John W. Jewett
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Chapter15: Fluid Mechanics
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Problem 6P: The small piston of a hydraulic lift (Fig. P15.6) has a cross-sectional area of 3.00 cm2, and its...
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An incompressible fluid (water) flows steadily from an open tank. The elevation of point 1 is 10.0m, and the elevation of point 2 and 3 is 2.00m. The cross-sectional area at point 2 is 0.0680 m2, at point 3 it is 0.0360 m2. The area of the tank is very large compared to the cross-sectional area of the pipe. Assuming that Bernoulli’s equation applies,
compute:
(a) The discharge rate in cubic meters per second;
(b) The gauge pressure at point 2.

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