Step 1: Apply the Thiem equation for unconfined aquifers.
The Thiem equation for steady-state pumping in an unconfined aquifer is:
Q=2πK⋅H⋅ln(r2/r1)Δh
where:
Q = pumping rate (m
3/day),
K = hydraulic conductivity (10 m/day),
H = saturated thickness of the aquifer (20 m),
Δh = difference in drawdowns between two observation wells,
r1 and
r2 = 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=(5−1)=4m,r1=10m,r2=100m,K=10m/day,H=20m.
Substitute into the Thiem equation:
Q=2π(10)(20)⋅ln(100/10)4.
Step 3: Simplify the equation.
First, calculate the logarithmic term:
ln(10100)=ln(10)≈2.3026.
Now, substitute this value:
Q=2π(10)(20)⋅2.30264.
Simplify further:
Q=2π(200)⋅2.30264.
Q≈400π⋅1.737≈400⋅3.1416⋅1.737.
Step 4: Final calculation.
Q≈400⋅5.459≈1858.00m3/day.
Conclusion: The corresponding pumping rate is approximately
1858.00m3/day.