Concept:
The head loss due to friction in a steady pipe flow is determined by the Darcy-Weisbach equation, which relates the energy loss to the fluid's velocity and the pipe's geometry.
Step 1: The mathematical expression for frictional head loss is the Darcy-Weisbach equation: $h_f = f \cdot \frac{L}{D} \cdot \frac{v^2}{2g}$.
Step 2: In this equation, $h_f$ represents head loss, $f$ is the friction factor, $L$ is the pipe's length, $D$ is its diameter, $v$ is the flow velocity, and $g$ is the acceleration due to gravity.
Step 3: According to the numerator of the equation, the head loss ($h_f$) scales directly with the length ($L$) and the square of the flow velocity ($v^2$).
Step 4: Head loss is inversely proportional to diameter ($D$), completely unrelated to the density of the pipe's physical material, and inversely proportional to the cross-sectional area. Therefore, it is directly proportional to the square of the velocity.