Fluid Mechanics $($A$0833603)$ Term project

Water is being pumped from $1$ to $2$ using a pire as shown below.

Elevation of $1(Z_1)=100m$

Elevation of $2(Z_2)=$ TBD $m560$

The pipe diameter $(D)=40cm$

$1-$ Ignore minor losses.

$2-$ Calculate $($manually$)$ the velocity $(V),$ head loss $(h_f),$ and pump head $(h_p)$ for different flow rates $(Q).$ Present your results in a table similar to:

$\backslash$table$[[\backslash$table$[[$Flow rate$],[Q($liters$/$sec$)]],\backslash$table$[[$Velocity$],[V(\frac{m}{sec})$