Allied & ICAR Exam Bank • ALLIED_3482 MCQ • 1 Mark

Section 5: Irrigation and Drainage Engineering

Groundwater Hydrology

Subtopic: Steady and unsteady flow in confined and unconfined aquifers

Question Statement:

In hydrogeological aquifer modeling and well field analysis #3, the principle of Steady and unsteady flow in confined and unconfined aquifers establishes that:

Options:

  • (A) Groundwater flux is linearly proportional to hydraulic gradient according to Darcy's law v = -K (dh/dl)
  • (B) Water flows uphill naturally
  • (C) Porosity equals storativity always
  • (D) Aquifers have zero storage capacity

Answer Key:

A

Step-by-Step Solution & Explanation

Fundamental groundwater hydraulic law defining Steady and unsteady flow in confined and unconfined aquifers.
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