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Question

While using Darcy-Wesibach equation for estimating head loss in a pipe flow, the friction factor was misjudged by +20% for this case, the error in estimating discharge is

A
+ 10%
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B
+ 40%
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C
- 40%
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D
- 10%
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Solution

The correct option is D - 10%
The head loss through the pipe is given by

hL=fLQ212.1D5

If all the parameters remain same other than friction factor and discharge then

fQ2=constant

Let this constant be C, then

fQ2=C

Q2=Cf ....(i)

Differentiating Q w.r.t f, we get

2QdQ=C×(1f2)df......(ii)

Dividing (ii) by (i), we get

2QdQQ2=C×(1f2)dfCf

2dQQ=dff

dQQ=12×dff

dQ=Q2×dff

dQ=1002×20100

dQ=10%

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