The Darcy-Weisbach equation \( h_f = f \frac{L}{D} \frac{V^2}{2g} \) is fundamental for calculating head loss due to friction. When comparing head losses between pipes with same dimensions and material, and the flow is typically turbulent, assume the friction factor \( f \) is constant. In this case, head loss is directly proportional to the square of the velocity (\( h_f \propto V^2 \)).