This is a direct application of the duty-delta-base period relation used to size a canal outlet. Duty $D$ tells us how large an area, in hectares, a flow of one cumec run continuously for the whole base period can water to the specified depth. Once we know $D$, dividing the total command area by it gives the discharge needed.
So the discharge works out to roughly $3.31\ m^3/s$, falling between 3 and 4.
Let's summarize:
The correct option is (A): 3 and 4.