Question:

A 30 cm diameter well fully penetrates an unconfined aquifer of saturated thickness 20 m with hydraulic conductivity of 10 m/day. Under the steady pumping rate for a long time, the drawdowns in two observation wells located at 10 m and 100 m from the pumping well are 5 m and 1 m, respectively. The corresponding pumping rate (in m3^3/day) from the well is \_\_\_\_\_\_\_\_\_\_ \textit{(rounded off to 2 decimal places).}

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When using the Thiem equation, ensure the units of hydraulic conductivity, saturated thickness, and drawdowns are consistent to avoid errors in calculation.
Updated On: Jan 24, 2025
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Solution and Explanation

Step 1: Apply the Thiem equation for unconfined aquifers. The Thiem equation for steady-state pumping in an unconfined aquifer is: Q=2πKHΔhln(r2/r1) Q = 2 \pi K \cdot H \cdot \frac{\Delta h}{\ln(r_2/r_1)} where: Q Q = pumping rate (m3^3/day), K K = hydraulic conductivity (10 m/day), H H = saturated thickness of the aquifer (20 m), Δh \Delta h = difference in drawdowns between two observation wells, r1 r_1 and r2 r_2 = radial distances of the observation wells from the pumping well (10 m and 100 m, respectively). Step 2: Substitute the given values. From the problem: Δh=(51)=4m,r1=10m,r2=100m,K=10m/day,H=20m. \Delta h = (5 - 1) = 4 \, \text{m}, \quad r_1 = 10 \, \text{m}, \quad r_2 = 100 \, \text{m}, \quad K = 10 \, \text{m/day}, \quad H = 20 \, \text{m}. Substitute into the Thiem equation: Q=2π(10)(20)4ln(100/10). Q = 2 \pi (10) (20) \cdot \frac{4}{\ln(100/10)}. Step 3: Simplify the equation. First, calculate the logarithmic term: ln(10010)=ln(10)2.3026. \ln\left(\frac{100}{10}\right) = \ln(10) \approx 2.3026. Now, substitute this value: Q=2π(10)(20)42.3026. Q = 2 \pi (10) (20) \cdot \frac{4}{2.3026}. Simplify further: Q=2π(200)42.3026. Q = 2 \pi (200) \cdot \frac{4}{2.3026}. Q400π1.7374003.14161.737. Q \approx 400 \pi \cdot 1.737 \approx 400 \cdot 3.1416 \cdot 1.737. Step 4: Final calculation. Q4005.4591858.00m3/day. Q \approx 400 \cdot 5.459 \approx 1858.00 \, \text{m\(^3\)/day}. Conclusion: The corresponding pumping rate is approximately 1858.00m3/day 1858.00 \, \text{m\(^3\)/day} .
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