QI-582: Water is discharged from a reservoir into the atmosphere through a 40 m long. There is a sharp entrance to the pipe and the diameter is 50 mm for 15 m from the entrance. The pipe then enlarges suddenly to 75 mm diameter for the remainder of the length i.e. 25 m. Taking into account the loss of head at entry at the enlargement, and at the exit, calculate the difference of level between the surface of the reservoir and the pipe exit which will maintain a flow of 10 liters/sec. Take f = 0.02 for the 50 mm pipe and 0.025 for the 75 mm pipe. Calculate also the difference of level when minor losses are neglected. A Reservoir Pipe 1 Pipe 2 d2 75mm d50 mm -15m f1 *02 12-25m f2 025

QI-582: Water is discharged from a reservoir into the atmosphere through a 40 m long. There is a sharp entrance to the pipe and the diameter is 50 mm for 15 m from the entrance. The pipe then enlarges suddenly to 75 mm diameter for the remainder of the length i.e. 25 m. Taking into account the loss of head at entry at the enlargement, and at the exit, calculate the difference of level between the surface of the reservoir and the pipe exit which will maintain a flow of 10 liters/sec. Take f = 0.02 for the 50 mm pipe and 0.025 for the 75 mm pipe. Calculate also the difference of level when minor losses are neglected. A Reservoir Pipe 1 Pipe 2 d2 75mm d50 mm -15m f1 *02 12-25m f2 025

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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