mittee Dote DAV Q3: A box culvert is designed to pass a discharge from a trapezoidal channel with allowable head loss (AH) equal to (0.20m). The following data are available: - Depth of water in the channel (y) - 1.5m Bed width of the channel (B)=3.0m Side slope of the channel (Z)-1.5:1 Longitudinal slope of the channel (S) = 0.0001 Depth of pavement over the culvert = 0.12m Depth of earth filling over the culvert = 1.1m Use 20 tons as a live-load Ysoil 1.6 ton/m Yasphalt 2.3 ton/m Yconcrete 2.4 ton/m channel 0.023; culven 0.015 K =0.16 : K=1.0 -Length of the culvert (L) = 40m What will be the amount of uniform distributed load on the Top and Bottom slab only of this culvert? (2