Design the water distribution network given below by using the Hardy$-$Cross method. Use the Darcy$-$Weisbach equation for head losses.

Select a city from the map $($Google Earth Pro is highly recommended$).$ Read the length and elevation of points from the map.

Minimum and maximum operative head are $20$ and $80m$ of water respectively. Write a report and explain what you did and present the results of your design. $=0\mathrm{.}0$amm $($a is the summation of two digits from the right end of your student number e$.$g$.$ if your student number is $190406008,a=0+8=8)$

$v=1\mathrm{.}14{10}^{-6}\frac{m^2}{s}$

$\backslash$table$[[$Pipe$,$Length $($m$)],[AB,],[BD,],[AC,],[CD,],[CE,],[EF,],[DF,]]$