A river channel is 60 m wide and 3 m deep with a slope of 1 in 5000. The representative bed material size Das is 0.55 mm, while the mean ciameter of bed material is 0.35 mm. The value of Manning's co-efficient 'n' is 0.02 Neglecting the side friction, find the bed load transported by the channel in ton/day by Meyer-Peter equation, Assume the specific weight of sediment particle as 2.68 tonn