Develop a flow net for the case show below. Assume three or four flow channels. Cutoff wall is impervious.

Draw the cross$-$section to scale on engineering paper or AutoCAD $($hint: do not use an exaggerated scale $...$ rather, use $\backslash (1$: $1\backslash$mathrm$\{$H$\}$: $\backslash$mathrm$\{$V$\}\backslash )$ scales. The use of software to construct equipotential and flowlines is not allowed$).$ The drawing should take up most of the page $($landscape orientation required$),$ and must use at least three flow channels; you may find the use of more channels easier. Since all of the following calculations will be based on this drawing, take your time. Double check that your drawing follows the rules of flow net construction, and look at examples in the text for guidance $(\backslash (\backslash$operatorname$\{$Pgs$\}304-306\backslash )).$ Hint: you may use partial equipotential drops, e$.$g$.,\backslash (0\mathrm{.}75\backslash$Delta h $\backslash )$; however, you must indicate where these are and what fraction of a drop you are using. The flownet you draw is worth $\backslash (25\backslash \%\backslash )$ of this homework.