Water (p = 1,000 kg/m, u = 15.188 x 10* Pas) flows through a circular pipe that has a diameter of 0.1 m. A 0.02 m diameter sharp-edged flange tap orifice is used to meter the flow rate, which is to be maintained at 1.5 kg/s. A mercury U-tube manometer (SG = 13.59) is connected across the orifice. Assume the orifice discharge coefficient is described by: Cp = 0.5959 + 0.031282.1 - 0.18438 + 91.7182.5 Re8,75 0.75 Consider the following: i) ii) iii) iv) Determine the Reynolds number based on pipe diameter. Calculate the orifice discharge coefficient. Evaluate the pressure drop (N/m) across the orifice. Determine the deflection (m) of the mercury column