A pipe network consists of $2$ loops $($pipes AB$,$ BC and CA$)$ and loop $2($pipes CD and DA$).$ The pipes are: AB is $30$ cm$.$ in diameter and $300$ m$.$ long; BC is $25$ cm$.$ in diameter and $450$ m$.$ long; CA is $40$ cm$.$ in diameter and $600$ m$.$ long; CD is $35$ cm in diameter and $250$ m$.$ long; and DA is $30$ cm$.$ in diameter and $500$ m$.$ long. An inflow at junction A is equal to $65$m$3/$min$.$ while, outflows are: at junction B$,60\%$ of the inflow at A$,$ and at junction C$,40\%$ of the inflow at A$.$ Friction factor for all pipes is $0\mathrm{.}02.$ and neglect minor losses. Determine the flow in each pipe using Hardy Cross method. Two trials only with the final Q $=$ Q$3.$