A water distribution network with single loop is shown in Figure 1. All the pipes have pipe diameters of 300 mm, a length of 1200 m and a friction coefficient, of 0.013. Assume the initial flow through pipe AB to be 0.12 m³/s. Note: Only 2 iterations are required. Show all your initial assumed flows. 0.08 m³/s B 0.15 m³/s Figure 1: Water distribution system Using the Hardy Cross method and neglecting all minor losses; (1) Determine the value of X. (ii) Balance the network with initial flows. (11) Conduct two iterations to correct the initial flows. (iv) Draw the network with the corrected flows. Discuss your observations. X m³/s

A water distribution network with single loop is shown in Figure 1. All the pipes have pipe diameters of 300 mm, a length of 1200 m and a friction coefficient, of 0.013. Assume the initial flow through pipe AB to be 0.12 m³/s. Note: Only 2 iterations are required. Show all your initial assumed flows. 0.08 m³/s B 0.15 m³/s Figure 1: Water distribution system Using the Hardy Cross method and neglecting all minor losses; (1) Determine the value of X. (ii) Balance the network with initial flows. (11) Conduct two iterations to correct the initial flows. (iv) Draw the network with the corrected flows. Discuss your observations. X m³/s

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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