Question Bank • QB_IDE_GATE_004 NAT • 2 Marks

Section 5: Irrigation and Drainage Engineering

Groundwater Hydrology

Subtopic: Steady and unsteady flow in confined and unconfined aquifers

Question Statement:

A fully penetrating well of diameter $30\text{ cm}$ penetrates a confined aquifer of thickness $15\text{ m}$ and hydraulic conductivity $25\text{ m/day}$. When pumped at steady state, the radius of influence is $300\text{ m}$ and the drawdown in the well is $4.0\text{ m}$. The steady discharge of the well is ________ $\text{m}^3/\text{day}$ (round off to 1 decimal place).

Answer Key:

1240

Step-by-Step Solution & Explanation

Thiem's Well Formula: $Q = \frac{2\pi K b s_w}{\ln(R / r_w)} = \frac{2\pi \times 25 \times 15 \times 4.0}{\ln(300 / 0.15)} = \frac{9424.78}{\ln(2000)} = \frac{9424.78}{7.6009} \approx 1239.95\text{ m}^3/\text{day}$ Rounding to 1 decimal place: **1240.0** $\text{m}^3/\text{day}$.
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