There are two reservoirs, A and B, with the water surface elevation in A 10 m higher than that in B. These are connected through two pipes in series with pipe 1 starting from A and pipe 2 ending in B. Lengths of both the pipes are 100 m, diameter of pipe 1 is 30 cm and diameter of pipe 2 is 25 cm. At the junction of these pipes, water is being withdrawn at the Lv² and the Darcy friction, f, D 2g rate of 0.02 m'is. Friction loss in the pipes is given by h, =f for both pipes is 0.02. Neglecting the head losses at the entrance and at the junction, estimate the total water withdrawal from reservoir A.

There are two reservoirs, A and B, with the water surface elevation in A 10 m higher than that in B. These are connected through two pipes in series with pipe 1 starting from A and pipe 2 ending in B. Lengths of both the pipes are 100 m, diameter of pipe 1 is 30 cm and diameter of pipe 2 is 25 cm. At the junction of these pipes, water is being withdrawn at the Lv² and the Darcy friction, f, D 2g rate of 0.02 m'is. Friction loss in the pipes is given by h, =f for both pipes is 0.02. Neglecting the head losses at the entrance and at the junction, estimate the total water withdrawal from reservoir A.

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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