The flow rate \( Q \) for an aquifer is calculated using Darcy’s law:
\[
Q = K \times A \times i
\]
where:
- \( K = 105 \, \text{m/day} \) is the hydraulic conductivity,
- \( A \) is the cross-sectional area of the aquifer,
- \( i = 0.01 \) is the hydraulic gradient.
To calculate \( A \), we assume a unit width for simplicity, and thus \( A = 1 \, \text{m}^2 \). Therefore, the flow rate is:
\[
Q = 105 \times 1 \times 0.01 = 1.05 \, \text{m/day}.
\]
Rounding off to two decimal places, the flow rate is:
\[
\boxed{1.05 \, \text{m/day}}.
\]