Consider the pipe network illustrated below. The water surface elevation in the reservoir is $620ft.$ Use EPANET to solve for the discharge in each pipe $($cfs$)$ and the pressure at each junction node $($psi$).$ Details as to how to use EPANET are provided on the home page in Canvas. Note that this is the same network as considered in Problem Set D$,$ however, here you are to assume a relative roughness $()$ of $1mft$ in each pipe rather than specifying the friction factor $(f).$ Nonetheless, your answers from EPANET should be comparable to those obtained using the Hardy Cross method.