Correct Answer - Option 4 : V
2
Explanation:
Darcy Weisbach Equation for friction losses in circular pipe:
\({h_f} = \frac{{f \times L \times {V^2}}}{{2 \times g \times D}}\) or \({h_f}\; = \;\frac{{fL{Q^2}}}{{12.1{d^5}}}\)
where L = length of the pipe, D = diameter of the circular pipe, V = mean velocity of the flow, f = Darcy’s friction factor = 4 × F’, F’ = coefficient of friction and hf = head loss due to friction
The energy loss over a length of the pipeline is \(\frac{h_f}{L} = \frac{{f \times {V^2}}}{{2 \times g \times D}}\)
Here f, g, and for a pipe D remains constant \(\therefore \frac{h_f}{L}\propto{V^2}\)
The energy loss over the length of the pipeline is proportional to V2.