Analyze a single looped pipe network as shown in Fig. 3.18 for pipe discharges ising Hardy Cross, Newton-Raphson, and linear theory methods. Assume a constant friction factor f= 0.02 for all pipes in the network. L, = 300 m D, = 150 mm %3D 0.4 m/s 0.2 m/s L4 = 200 m D4 = 150 mm L2 D2 = 150 mm [1] = 200 m %3D %3D 3 0.2 m/s L3 = 300 m D3 = 150 mm

Analyze a single looped pipe network as shown in Fig. 3.18 for pipe discharges ising Hardy Cross, Newton-Raphson, and linear theory methods. Assume a constant friction factor f= 0.02 for all pipes in the network. L, = 300 m D, = 150 mm %3D 0.4 m/s 0.2 m/s L4 = 200 m D4 = 150 mm L2 D2 = 150 mm [1] = 200 m %3D %3D 3 0.2 m/s L3 = 300 m D3 = 150 mm

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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Concept explainers

Pressurized pipe flow

A 15-kilometer-long pipe with a pipe diameter of one meter transports water at a speed of one meter per second. The pipe has a friction coefficient of 0.005. Calculate the frictional head loss?

Question

3.3. Analyze a single looped pipe network as shown in Fig. 3.18 for pipe discharges
using Hardy Cross, Newton-Raphson, and linear theory methods. Assume a
constant friction factor f= 0.02 for all pipes in the network.
L, = 300 m
D, = 150 mm
0.4 m/s
0.2 m/s
L4 = 200 m
D4 = 150 mm
L2 = 200 m
D2 = 150 mm
[1]
0.2 m3/s
L3 = 300 m
D3 = 150 mm
%3D
Figure 3.18. Single looped network.

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