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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 ?
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Functional and variations.Block III, Consider the functional S[y]=?_1^2 v(x^2+y'')dx , y(1)=0,y(2)=B Show that if ?=S[y+eg]-S[y], then to second order in e, ?=1/2 e?_1^2¦?g^'
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