Alternate approach — Derivation from Darcy's equation:
Darcy's law for flow through a saturated porous medium is written as:
\[ q = -K \frac{dh}{dl} \]
where \( q \) is the flux, \( K \) is hydraulic conductivity, and \( \dfrac{dh}{dl} \) is the hydraulic gradient. This equation assumes \( K \) and \( \dfrac{dh}{dl} \) do not change with time, an assumption valid only under steady-state, non-turbulent, stationary flow. If flow were unsteady, the potential \( h \) at each point would vary with time, and the gradient \( \dfrac{dh}{dl} \) would not be constant along the flow path, invalidating the simple proportional relationship in the equation.
Since a constant potential gradient at every point is precisely the condition required for Darcy's law to hold, Reason (R) correctly explains why Assertion (A) is true, confirming option Both (A) and (R) are correct and (R) is the correct explanation of (A).