A pipe carrying water tapers from cross section 0.5m ^ 2 at A to 0.2 m² at B. The average velocit at A is 2 m/s and pressure is 500kN / (m^2) gauge) If the frictional losses are negligible, ther pressure at B, which is 5 m above the level of A would be (assume, gravity acceleration as 10 m (s^ 2) and unit weight of water as 10 kN/m³)

A pipe carrying water tapers from cross section 0.5m ^ 2 at A to 0.2 m² at B. The average velocit at A is 2 m/s and pressure is 500kN / (m^2) gauge) If the frictional losses are negligible, ther pressure at B, which is 5 m above the level of A would be (assume, gravity acceleration as 10 m (s^ 2) and unit weight of water as 10 kN/m³)

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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