rectang mediah particle discha Suspended load is 2.8 mm. Use channel conveyance factor of 600 and u = 1.14 104). Determine the following: a) Chezy's Coefficient and D-W friction factor b) Bed slope (S.) required to be provided c) Critical flows: depth, velocity, slope and specific energy d) Normal flows: width, depth and mean velocity e) Reynolds number and Froude number and state their status ) Maximum specifie discharge and critical slope g) Comment on the applicability of Manning's Equation