Water flows upward through a vertical 300 mm by 150 mm Venturi meter whose coefficient is 0.980. The differential gage deflection is 1.15 m of liquid of specific gravity of 1.25 as shown in the figure. Determine the (a) actual flow in m3/s, (b) theoretical discharge in m3/s, and (c) head loss from section A to section B in m

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Pressurized pipe flow

A 15-kilometer-long pipe with a pipe diameter of one meter transports water at a speed of one meter per second. The pipe has a friction coefficient of 0.005. Calculate the frictional head loss?