Determine the operating flow rate and net head of the pumping system in the pipe network that you have selected based onyour ÖN number and using the curves in the graph. Show the operating point on the graph and write its values (you can draw the graph in excel)ÖN= 5 For a given pump, the flow rate and net heads are given in the table. Six of these pumps are connected as shownin the figure. Flow rate-head variation of a single pump is also shown in the graph. In addition, the Hrequiredcurves of 3 different pipe systems to which the pumps will be connected are also drawn, whose equations aregiven in the table below. Based on your student number, you can select the pipesystem to be used. The pump efficiency equation is: 1₂ = -0.6V² + 12V +20 [%]dir.Debi (m³/s)Net Yük (mSS)Hgerekli_1=2+0,018*2 [mSS]Hgerekli_2=3+0,018*V² [mSS]Hgerekli_3=4+0,018*² [mSS]014,724,4ÖN=0,1,2ÖN=3,4,5ÖN=6,7,8,933,943,352,5 Net Yük [mSS]161514131211109765432100 1 2 3 4 5 6 7 8 9 10Debi [m³/s]111213141516H gerekli 3H.gerekli 2Hgerekli 1171819

It is asked to plot the system curves and pump curves for the given pump configuration

Answered: For a given pump, the flow rate and net…

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

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Determine the operating flow rate and net head of the pumping system in the pipe network that you have selected based on
your ÖN number and using the curves in the graph. Show the operating point on the graph and write its values (you can draw the graph in excel)

ÖN= 5

For a given pump, the flow rate and net heads are given in the table. Six of these pumps are connected as shown
in the figure. Flow rate-head variation of a single pump is also shown in the graph. In addition, the Hrequired
curves of 3 different pipe systems to which the pumps will be connected are also drawn, whose equations are
given in the table below. Based on your student number, you can select the pipe
system to be used. The pump efficiency equation is: 1₂ = -0.6V² + 12V +20 [%]
dir.
Debi (m³/s)
Net Yük (mSS)
Hgerekli_1=2+0,018*2 [mSS]
Hgerekli_2=3+0,018*V² [mSS]
Hgerekli_3=4+0,018*² [mSS]
0
1
4,7
2
4,4
ÖN=0,1,2
ÖN=3,4,5
ÖN=6,7,8,9
3
3,9
4
3,3
5
2,5

Net Yük [mSS]
16
15
14
13
12
11
10
976
5
4
3
2
1
0
0 1 2 3 4 5 6 7 8 9 10
Debi [m³/s]
11
12
13
14
15
16
H gerekli 3
H.
gerekli 2
H
gerekli 1
17
18
19

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