Figure 2 shows a reticulation system. Estimate the flow rate in each pipeline using Hardy-Cross Method and Hazen-William formula up to two iterations. Adopt Hazen-William coefficient, C. as 100. The lengths and diameters for pipes AB, BC, CD, and AD are as follows: 30 Vs 40 1/s B 50 1/s 120 l/s Figure 2: Water reticulation system Pipe AB: length= 900 m and diameter = 250 mm Pipe BC: length = 750 m and diameter = 200 mm Pipe CD: length 950 m and diameter = 250 mm Pipe AD: length= 750 m and diameter = 200 mm

Figure 2 shows a reticulation system. Estimate the flow rate in each pipeline using Hardy-Cross Method and Hazen-William formula up to two iterations. Adopt Hazen-William coefficient, C. as 100. The lengths and diameters for pipes AB, BC, CD, and AD are as follows: 30 Vs 40 1/s B 50 1/s 120 l/s Figure 2: Water reticulation system Pipe AB: length= 900 m and diameter = 250 mm Pipe BC: length = 750 m and diameter = 200 mm Pipe CD: length 950 m and diameter = 250 mm Pipe AD: length= 750 m and diameter = 200 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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Question

SULIT
30 V/s
-5-
40 1/s
(4). (a). Figure 2 shows a reticulation system. Estimate the flow rate in each
pipeline using Hardy-Cross Method and Hazen-William formula up to
two iterations. Adopt Hazen-William coefficient, C., as 100. The lengths
and diameters for pipes AB, BC, CD, and AD are as follows:
D
Le
50 l/s
120 l/s
Figure 2: Water reticulation system
Pipe AB: length = 900 m and diameter = 250 mm
Pipe BC: length = 750 m and diameter = 200 mm
Pipe CD: length=950 m and diameter = 250 mm
Pipe AD: length = 750 m and diameter = 200 mm
...5/-
SULIT
EAP 581

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