Water is pumped through a 60 m pipe of 0.3 m diameter from a lower reservoir to a higher reservoir whose surface is 10 m above the lower one. The sum of minor loss coefficients is KL = 14.5. When the pump adds 40 kW to the water the flowrate is 0.20 m3 /s. Determine the pipe roughnes

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Answer:

[tex] \epsilon = 0.028*0.3 = 0.0084[/tex]

Explanation:

[tex]\frac{P_1}{\rho} + \frac{v_1^2}{2g} +z_1 +h_p - h_l =\frac{P_2}{\rho} + \frac{v_2^2}{2g} +z_2[/tex]

where [tex]P_1 = P_2 = 0[/tex]

V1 AND V2  =0

Z1 =0

[tex]h_P = \frac{w_p}{\rho Q}[/tex]

[tex]=\frac{40}{9.8*10^3*0.2} = 20.4 m[/tex]

[tex]20.4 - (f [\frac{l}{d}] +kl) \frac{v_1^2}{2g} = 10[/tex]

we know thaT[tex]V  =\frac{Q}{A}[/tex]

[tex]V = \frac{0.2}{\pi \frac{0.3^2}{4}} =2.82 m/sec[/tex]

[tex]20.4 - (f \frac{60}{0.3} +14.5) \frac{2.82^2}{2*9.81} = 10[/tex]

f  = 0.0560

[tex]Re =\frac{\rho v D}{\mu}[/tex]

[tex]Re =\frac{10^2*2.82*0.3}{1.12*10^{-3}} =7.53*10^5[/tex]

fro Re = 7.53*10^5 and f = 0.0560

[tex]\frac{\epsilon}{D] = 0.028[/tex]

[tex] \epsilon = 0.028*0.3 = 0.0084[/tex]

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