Consider the process bel by pipe

$A_1=A_2=5m^2$

Initially the tanks are empty, If water is suddenly oppened to tank one at a rate of $1m^3/$min$,$ Calculate: $-$

$($I$)$ The height in tank one and tank two as a function of time

$(2)$ what is the steady state leveles in both tanks$(t)$

$(3)$ Do you expect the tanks to overflow? $($Neglect friction in PiPe$)$