Water flows steadily through a horizontal branching pipe as shown below. Determine the pressure at section (3) if viscous effect are negligible.

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Q: Compute the pressure at point B

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Q: PB = 2.3 PA 2 bars 30° 2m

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A: PIPE DISCHARGE HEAD LOSS HEAD AVAILABLE AT STARTING POINT HEAD AVAILABLE AT END POINT AB 165.27…

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A: Given data-  Diameter (D) = 1  Head (h) = 300 m  Density of water (p) = 1000kg/m³   g = 9.81

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Q: (a) determine pressure at Section-2. (b) the volume rate of flow in m³/s.

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Q: 0.001kg 1. Water (µ = -)is flowing through a 3-mm diameter, 9-m long horizontal pipe steadily at…

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Q: Water at 10°C has a kinematic viscosity of 1.30 X 10-6 m2/s flows at the rate of 896.61 L/min from…

A: Above given data we have to find PB

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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?