3. A horizontal pipe 1.0 m in diameter and 2.50 km long takes off from a reservoir 100 meters below the reservoir water surface and extends to a valve that is to be closed in 25 seconds. During closure, the flow velocity is reduced from 8 m/s to 0 m/s. Express the required thickness of the pipe in term of X. X is the distance of any section/point along the pipe from the reservoir. Use 1.24 X 105 KPa as the working stress of steel. Assume Up = 950 m/s. X valve Any point

3. A horizontal pipe 1.0 m in diameter and 2.50 km long takes off from a reservoir 100 meters below the reservoir water surface and extends to a valve that is to be closed in 25 seconds. During closure, the flow velocity is reduced from 8 m/s to 0 m/s. Express the required thickness of the pipe in term of X. X is the distance of any section/point along the pipe from the reservoir. Use 1.24 X 105 KPa as the working stress of steel. Assume Up = 950 m/s. X valve Any point

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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