CEGR 332 Hydraulic Engineering Pipe Networks Lab Report

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Znywhn

Engineering

CEGR 332

CEGR

Description

Please see the attached questions and make sure to solve using EPANET software 2.0.



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CEGR332 Hydraulic Engineering HomeWork-5B (Pipe Networks) Question-1 Using EPANET 2.0 Software, determine the flow rate in each pipe for the simple network shown in the Figure. Assume the fully turbulent flow exists for all pipes. The pipe lengths, diameters and the Darcy-Weisbach and Hazen-William roughness factor f for each pipe are given in the Table. Page 1 of 2 Question-2 Determine the flow rate in each pipe for the simple network shown in the Figure. Assume the fully turbulent flow exists for all pipes and the Darcy-Weisbach friction factor is f = 0.02. Use the Software EPANET 2.0 for solution. Page 2 of 2
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Explanation & Answer

Hello there, here it is, let me know if everything is fine

Consider loop-(1): Pipe

Qo

f

f*Qo^2

2*f*Qo

1

40

0.025

40

2

2

40

0.025

40

2

3

25

0.025

15.625

1.25

4

25

0.025

-15.625

1.25

5

20

0.025

-10

1

70

7.5

Sum

Q=-70/7.5
Q=-9.333 L/s, [note: -

Q add in clockwise direction flow with sign and subtract...


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