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A 3 km pipe starts from point A end at point B
Population = 3000 people
Q = 300 L/day/person
Roughness = cast ion pipe
Length of the pipe = 3km
Case 1
From A to B slope is 0°
Case 2
From A to B slope is 5° up ward
Case 3
From A to B slope is 3° down ward
Plot
Head loss
20 cm
40 cm
80 cm
100 cm
150 cm
200 cm
Determine the Head loss ?
We now require addressing nonhomogeneous systems in brief. Both of the methods which we looked at back in the second order differential equations section can also be used now. Sin
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I am here to tell you, Alex has a cold.
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