Q2-595: Water flows from a reservoir through a series of three pipes. From upstream, first pipe of 100 m length and 100 mm diameter has two elbows. It is joined to a second pipe of length 200 m and a diameter of 200 mm. On the downstream side, the pipe length is 100 m and a diameter of 100 mm. If the exit is 20 m below the free surface level in the reservoir, calculate the discharge. Find the percentage error in discharge if minor losses are neglected. Assume f = 0.02 for all pipes. SASO.O 0.0 H 20m B Pipe 1 ban b Pipe 2 Pipe 3. d,- 100 mm di- lie100m C E F d3 100mm l3-100m d2-200mm 12-200m

Q2-595: Water flows from a reservoir through a series of three pipes. From upstream, first pipe of 100 m length and 100 mm diameter has two elbows. It is joined to a second pipe of length 200 m and a diameter of 200 mm. On the downstream side, the pipe length is 100 m and a diameter of 100 mm. If the exit is 20 m below the free surface level in the reservoir, calculate the discharge. Find the percentage error in discharge if minor losses are neglected. Assume f = 0.02 for all pipes. SASO.O 0.0 H 20m B Pipe 1 ban b Pipe 2 Pipe 3. d,- 100 mm di- lie100m C E F d3 100mm l3-100m d2-200mm 12-200m

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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