The Buckley Leverett frontal advance theory is employed to evaluate the performance of the water flooding operation in a horizontal reservoir. \[ \text{Cross-sectional flow area} = 40000 \, ft^2, \quad \text{Payzone thickness} = 20 \, ft, \quad \phi = 20\%, \quad q_w = 1000 \, rb/day, \quad L = 1000 \, ft, \quad PVWI = 0.5 \] The time of breakthrough is \(\underline{\hspace{1cm}} \) days (rounded off to one decimal place).