Step 1: Understanding the Concept:
Darcy's law is the governing macroscopic constitutive equation for laminar fluid flow through saturated porous media.
Key Formula or Approach:
\[ Q = -K \cdot A \cdot \frac{\Delta h}{L} \implies v = K \cdot i \]
where \(K\) is hydraulic conductivity and \(i = \frac{\Delta h}{L}\) is hydraulic gradient (head loss per unit length).
Step 2: Detailed Explanation:
Henry Darcy's (1856) law states that the rate of fluid discharge \(Q\) through a saturated soil column is:
1. Directly proportional to the hydraulic head difference (hydraulic gradient \(\Delta h / L\)).
2. Directly proportional to the hydraulic conductivity of the soil (\(K\)).
3. Inversely proportional to fluid viscosity (which is incorporated inside the hydraulic conductivity term \(K = k \frac{\rho g}{\mu}\)).
Thus, flow is proportional to both hydraulic head and hydraulic conductivity.
Step 3: Final Answer:
Hence, saturated flow is proportional to Both 1 and 2, matching option (D).