Question Bank • QB_IDE_ADV_093 NAT • 2 Marks

Section 5: Irrigation and Drainage Engineering

Groundwater Hydrology

Subtopic: Steady and unsteady flow in confined and unconfined aquifers

Question Statement:

In a pumping test conducted on a confined aquifer at a constant discharge of $Q = 2400.0\text{ m}^3/\text{day}$, drawdown is measured in an observation well. Using the Cooper-Jacob semilogarithmic time-drawdown analysis, the drawdown increases by $\Delta s = 1.80\text{ m}$ per logarithmic cycle of time ($t_2 / t_1 = 10$). Taking $\pi = 3.1416$, the transmissivity ($T$) of the aquifer in square meters per day ($\text{m}^2/\text{day}$) is ________ (round off to one decimal place).

Answer Key:

244.4

Step-by-Step Solution & Explanation

1. Cooper-Jacob slope equation for one log cycle of time: $\Delta s = \frac{2.303 Q}{4 \pi T} \implies T = \frac{2.303 Q}{4 \pi \Delta s}$ 2. Substituting given values: - $Q = 2400.0\text{ m}^3/\text{day}$ - $\Delta s = 1.80\text{ m}$ - $\pi = 3.1416$ $T = \frac{2.303 \times 2400.0\text{ m}^3/\text{day}}{4 \times 3.1416 \times 1.80\text{ m}} = \frac{5527.20}{22.6195} = 244.355\text{ m}^2/\text{day} \approx 244.4\text{ m}^2/\text{day}$
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