Two soils of permeabilities k1 and k2 are placed in a horizontal flow apparatus, as shown in the figure. For Soil 1, L1=50cm, and k1=0.055cm/s; for Soil 2, L2=30cm, and k2=0.035cm/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).
