The standard Bernoulli equation is derived assuming ideal flow conditions, including inviscid (frictionless) flow.
In real fluid flows, particularly those that are viscous and/or turbulent, energy is lost due to friction between fluid layers and between the fluid and pipe walls.
This energy loss manifests as a pressure drop or "head loss" (\(h_L\) or \(h_f\)).
To apply the principle of energy conservation to real flows, the Bernoulli equation is modified to include this head loss term, often written as:
$$ \frac{P_1}{\rho g} + \frac{v_1^2}{2g} + z_1 = \frac{P_2}{\rho g} + \frac{v_2^2}{2g} + z_2 + h_L $$
This head loss is significant in viscous flows and especially in turbulent flows.
Option (2) represents the ideal conditions where the standard Bernoulli equation applies without a head loss term.
Compressibility (Option 1) requires further modifications or use of different energy equations.
Steady, uniform flow (Option 4) doesn't automatically imply the need for head loss, although it might be present.
The presence of viscosity and turbulence (Option 3) necessitates the inclusion of the head loss term.