Question: 6 . To remove the excess water from a locality, tile drainage system is proposed. The hard stratum is 8 m below the ground surface

6. To remove the excess water from a locality, tile drainage system is proposed. The hard stratum is 8 m below the ground surface and there are two layers of soil below the ground surface. The average coefficient of permeability is \(0.0025\mathrm{~cm}/\mathrm{sec}\). The tile drains will be installed such that the centreline of tile drains will coincide with the interface of two layers of soil. (a) Determine the spacing between the tile drains; (b) Find the total discharge per unit length carried by the drain. (4+2 marks)
\begin{tabular}{|c|c|c|c|c|c|}
\hline Year & \begin{tabular}{c}
Annual \\
Rainfall \\
(mm)
\end{tabular} & \begin{tabular}{c}
After drainage \\
the maximum \\
water table \\
level below \\
GL (m)
\end{tabular} & Year & \begin{tabular}{c}
Annual \\
Rainfall \\
(mm)
\end{tabular} & \begin{tabular}{c}
After drainage \\
the maximum \\
water table \\
level below \\
GL (m)
\end{tabular}\\
\hline 2022 & 1847 & 1.6 & 2015 & 2033 & 1.55\\
\hline 2021 & 1948 & 1.65 & 2014 & 1556 & 1.85\\
\hline 2020 & 2074 & 1.5 & 2013 & 1103 & 2.15\\
\hline 2019 & 1382 & 1.9 & 2012 & 1002 & 2.2\\
\hline 2018 & 1668 & 1.8 & 2011 & 1237 & 1.95\\
\hline
\end{tabular}
6 . To remove the excess water from a locality,

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