E$.(5$ grades$)$ Determine the flow rates in the branching pipe system shown given the water surface elevations $($WS$)$ ; Lengths of pipes and diameters as shown in the figure. All the pipes are commercial steel $(e=0\mathrm{.}045mm).$ Assume complete turbulence, rough pipes$).$Q$2(10$ grades$)$ The level of water in both tanks $1$ and $2$ is the same. The diameters and lengths of the pipes are shown in the table below. Find the pressure on Tank$1,$ and complete the missing data in the table $.q,$ kPascal$).$ Consider the pipes to be completely turbulent, rough.

$\backslash$table$[[$Pipe$,\backslash$table$[[$Length$],[($m$)]],\backslash$table$[[$Diameter$],[($m$)]],\backslash$table$[[$Area$],[($m$^(2))]],\backslash$table$[[$Velocity$],[($m$/$s$)]],\backslash$epsi $/$D$,$f$,$K$,,,\backslash$table$[[$Q$],[($m$^(3)/$s$)]],\backslash$table$[[$H$\_($f$)],[($m$)]]],[1,530,0\mathrm{.}5,0\mathrm{.}196,1\mathrm{.}75,0\mathrm{.}001,,,,,,],[2,300,0\mathrm{.}35,0\mathrm{.}096,,0\mathrm{.}00065,,,,,,],[3,260,0\mathrm{.}25,0\mathrm{.}049,,0\mathrm{.}00065,,,,,,],[4,320,0\mathrm{.}375,0\mathrm{.}110,,0\mathrm{.}00065,,,,,,],[5,570,0\mathrm{.}6,0\mathrm{.}283,,0\mathrm{.}001,,,,,,]]$