Please solve as soon as possible will leave a like just need to see how this is solved im really confused thank you so much!!$)$

$25$ points$)$: Given the following deep well pipeline and reservoir system:

Well Data:

Well ground elevation: $3900$ ft $.$

Specific capacity $(\frac{Q}{S})=5\mathrm{.}7gp\frac{m}{f}t$

Static water level: $78$ ft $.$

Design flow: $1100$ gpm $.$

Pump column pipe length: $300ft,e=4E-04.$

Column diameter: $8$ inches

Tube diameter: $2\mathrm{.}5$ inches.

Minor loss ke: $2$

Discharge Piping Data:

Elevation of discharge: $3905$ ft $.$

Discharge pipe length: $30f,e=4E-04.$

Discharge pipe diameter: $10$ inches.

Minor loss coefficient kd: $6\mathrm{.}0$