$3.$ Determine the total head loss from A to D and the elevation of point D$.$ The water $(\backslash$rho $=1000($km$)/($m$^(3)),=1\mathrm{.}1$ x $10^(-3)$Pa$-$s$)$ discharges to the atmosphere at point D$.$ The discharge at pipe $1$ is $0\mathrm{.}216($m$^(3))/($s$).$ The water surface elevation in the tank is at elev $92\mathrm{.}81$m$.$ Neglect minor losses. Use g$=9\mathrm{.}81($m$)/($s$^(2))$

a$.$ Determine the velocity at pipe $1$ and at pipe $4$

b$.$ Determine the head loss $($round to $2$ decimal places$)$ at pipe $1$ and at pipe $4$

c$.$ Determine the velocity at pipe $2$ and at pipe $3$

d$.$ Determine the total headloss $($round to decimal places$)$ from A to D

e$.$ Determine the elevation of point D

Note: Write a short narrative of crucial steps, important assumptions made, and all pertinent details that reflects your though process. Think of it as if you are teaching someone else to solve the problem. Draw and annotate figures.