Objective: Solve a Water Distribution Network comprised of one loop with the Hardy$-$Cross method.

The use of MS Excel is recommended.

The one$-$source, three$-$demand node shown in Figure $1$ is to be solved with the $H-C$ method and DarcyWeisbach head loss equation.

Report: Use a spreadsheet to perform five iterations and find the final flow rate values and their true direction.

For full credit, you need to show all the steps conducted to calculate the delta $Q$ value for each iteration.

Also, you need to calculate the total head $($pressure$)$ of all the nodes in the network.

Figure $1.$ One loop water network.

Table $1.$ Input data for the nodes.

$\backslash$table$[[$Node$,$Total Head $(m),$Base demand $(m\frac{3}{s})$