Two reservoirs are connected by two pipes in series, as shown below. Determine the flow rate using ken = 0.55 and kex = 1.8. Use the explicit form of the Colebrook-White equation developed by Moody to solve for the friction factors. Let μ = 1.003x10-3 kg/m-s

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Two reservoirs are connected by two pipes in series,
as shown below. Determine the flow rate using ken = 0.55 and kex
= 1.8. Use the explicit form of the Colebrook-White equation
developed by Moody to solve for the friction factors. Let μ =
1.003x10-3 kg/m-s

Ken
6.3 m
D₁ = 630
mm
L₁ = 390 m
k₁ = 2.5 mm
кек
D₂ = 980 mm
= 220 m
L₂=
k₂ = 0.32 mm
Kexp
Transcribed Image Text:Ken 6.3 m D₁ = 630 mm L₁ = 390 m k₁ = 2.5 mm кек D₂ = 980 mm = 220 m L₂= k₂ = 0.32 mm Kexp
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