According to Darcy's formula, the loss of head due to friction in the pipe is: Where

f = Darcy’s coefficient

l = length of pipe

v = velocity of liquid flow

d = diameter of pipe

1
\(\frac{{{\rm{f l}}{v^2}}}{{2{\rm{gd}}}}\;\)
2
\(\frac{{{\rm{fl}}{v^2}}}{{{\rm{gd}}}}\;\)
3
\(\frac{{{\rm{3fl}}{v^2}}}{{{\rm{2gd}}}}\;\)
4
\(\frac{{{\rm{4fl}}{v^2}}}{{{\rm{2gd}}}}\;\)

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