Two soils of permeabilities k₁ and k₂ are placed in a horizontal flow apparatus, as shown in the figure. For Soil 1, L₁=50 cm, and k₁=0.055 cm/s; for Soil 2, L₂=30 cm, and k₂=0.035 cm/s. The cross sectional area of the horizontal pipe is 100 cm², and the head difference (Δh) is 150 cm. The discharge (in cm³/s) through the soils is ______ (rounded off to 2 decimal places).