Ans) Given,
Diameter of pipe (D) = 2 m
Thickness of coating = 12 mm or 0.012 m
a) We know , friction head loss (Hf) = f L V2 / D(2g)
where, 'f' = Darcy friction factor
V = flow velocity
L = Length of pipe
V = Q / A
Given, Q = 6 m3/s
Also, A = (/4)D2 = 0.785 x 2 x 2 = 3.14 m2
=> V = 6 / 3.14
V = 1.910 m/s
To determine Darcy friction factor 'f' , we have to calculate Reynolds number(Re),
Re = V D/
where, = density of water
= dynamic viscosity of water ( 10-3 Ns/m2 at 20oC)
=> Re = 1000 x 1.91 x 2 / 10-3
=> Re = 3.82 x 106
According to Moody's diagram, for e/D = 30 / 2000 = 0.015 and Re = 3.82 x 106 , f = 0.048
Therefore, head loss per km(1000m) = 0.048 x 1000 x 1.912/ (2 x 9.81 x 2)
=> Hf = 4.4625 m
Now, after coating , new diameter = 2 - 2(0.012) = 1.976
V' = Q/A = 6 / (0.785 x 1.9762)
V' = 1.957 m/s
Re will approximately same as above = 3.82 x 106
According to Moody's diagram, for e/D = 1 / 2000 = 0.0005 and Re = 3.82 x 106 , f = 0.018
Therefore, head loss per km(1000m) = 0.018 x 1000 x 1.9572/ (2 x 9.81 x 2)
=> Hf = 1.757 m
Therefore, headloss reduced = 4.4625 - 1.757 = 2.7055 m
% headloss reduced = (2.7055/4.4625) x 100 = 60.62 %
Ans b) Power consumed by pump per hour = gQHp x 1 hr
Pump head = loss due to friction
P = 1000 x 9.81 x 6 x 4.4625 x 1
P = 262.66 kWh or 945.576 MJ
Since efficiency of pump = 75 %, energy actually consumed = 945.576/0.75 = 1260.768 MJ
Pumping cost for 70 MJ = 1$
Pump cost for 945.576 MJ = 1260.768/70
= 18.01 $
Now, after coating, Power consumed = 1000 x 9.81 x 6 x 1.757 x 1
P = 103.417 kWh or 372.3 MJ
Actual energy consumed = 342.3/0/0.75 = 496.4 MJ
New operating cost = 496.4/70 = 7.1$
Pumping cost reduced = 18.01 - 7.10 = 10.91$
% Cost reduced = 10.91/18.01 = 60.57 %
please do it correctly ! last person gave me wrong data ! please help ! Problem 3: An old pipe 2 m in diameter has a...
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