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