Question Bank • QB_IDE_ADV_102 NAT • 1 Mark

Section 5: Irrigation and Drainage Engineering

Groundwater Hydrology

Subtopic: Groundwater movement; Darcy's Law

Question Statement:

Groundwater flows through a sandy aquifer with a Darcy macroscopic discharge velocity of $v = 1.20\text{ m/day}$. If the effective porosity of the sand is $n = 0.30$, the actual seepage pore velocity ($v_s$) through the interconnected pore channels in meters per day ($\text{m/day}$) is ________ (round off to two decimal places).

Answer Key:

4.00

Step-by-Step Solution & Explanation

1. Relationship between Darcy velocity ($v$) and seepage pore velocity ($v_s$): $v_s = \frac{v}{n}$ Where: - $v = 1.20\text{ m/day}$ - $n = 0.30$ $v_s = \frac{1.20\text{ m/day}}{0.30} = 4.00\text{ m/day}$ (The microscopic velocity is $3.33$ times faster than macroscopic discharge velocity because only $30\%$ of the cross-section is available for fluid flow).
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