Friction Head Loss in Pipe Problem 2

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Friction Head Loss in Pipe Problem 2
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Lecture By: Er. Himanshu Vasishta, Tutorials Point India Private Limited.
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TutorialsPoint_
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2 pipes each 300m long are available for connecting two reservoirs to which a flow of 0.085m³/s required. The diameters of the two pipes are 0.30m and 0.15m respectively. Determine the ratio of the head loss when the pipes are connected in series and head loss when they are connected in parallel (neglect the minor losses)

mohamedraees
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The length of the pipe must be 500m and not 500mm

atreytejasrayaprolu
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If we can transport pnumatically coal dust to pipe what would be the calculation

palash
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In previous question Re=vd/u tha or is question me Re= vdq/u .Q pichle numerical me q ka use ni hua..

himanshukatlam
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I am so frustated everyone is taking any value of friction factor some are taking 0.361/Re^0.25 some are taking as in the video some are doing their own oh my god !!! what is the reason of so much disagreement in this !!! UGHH!!!!

Virtualexist
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How find friction loss by nomogram of hazen and william equation table?

mahi-oqpd