L.) in the pipe. From the Darcy-Weisbach equation, we know that the head loss is given by:
\[ H.L. = f \frac{L}{D} \frac{V^2}{2g} \]
where \(f\) is the friction factor, \(L\) is the pipe length, \(D\) is the pipe diameter, \(V\) is the fluid velocity, and \(g\)
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