4.(b) A pipe ABC connecting two reservoirs is 80 mm in diameter. From A to B the pipe is horizontal as shown in the following figure, and from B to C it falls by 3.5 metres. The length AB and BC are 25 and 15 m respectively. If the water surface in the reservoir at A is 4 m above the centre line of the pipe and at C 1 m above the centre line of the pipe, calculate the quantity of flow and also the pressure head in the pipe at B. Neglect the loss at the bend but consider all other losses. Take Darcy f = 0.024. Draw the energy and hydraulic grade lines. 4 m 3.5 m C Ilm

4.(b) A pipe ABC connecting two reservoirs is 80 mm in diameter. From A to B the pipe is horizontal as shown in the following figure, and from B to C it falls by 3.5 metres. The length AB and BC are 25 and 15 m respectively. If the water surface in the reservoir at A is 4 m above the centre line of the pipe and at C 1 m above the centre line of the pipe, calculate the quantity of flow and also the pressure head in the pipe at B. Neglect the loss at the bend but consider all other losses. Take Darcy f = 0.024. Draw the energy and hydraulic grade lines. 4 m 3.5 m C Ilm

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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