A site $80m40m$ will need to be dewatered for an excavation. The water level is $1\mathrm{.}2$ meters

below the ground surface, and the excavation needs to go $10$ meters below the surface. An

additional $2$ meters from the excavation is required in the drawdown for the safety of boiling.

Two wells will be used in this operation in the middle of the long$-$sided edge. Determine the

flow $($Q$)$ in $\frac{m^3}{?}$ day for EACH well for a steady state operation. Given the bedrock is $23m$ from

the ground, the hydraulic conductivity for the site is ${10}^{-4}c\frac{m}{s},$ and the estimated radius of

influence is $400m$ for this operation.