If the upper plate moving at 1.1 m/s with respect to lower plate is stationary and pressure difference between the two sections 60m apart is 60$kN/m^{2}$, determine:

i. Velocity distribution

ii. Discharge per unit width, and

iii. Shear stress on the upper plate

Given: $μ = 0.88 poise = 0.088 Ns/ m ^2$ (Viscosity of the fluid)

h = 10 mm (gap between the two horizontal plates)

U = 1.1 m/s (Relative velocity of the upper plate with respect to the lower plate

$∆P=60 kN/ m ^2$ (Pressure difference between two sections)

∆x=60 …