An orifice meter with an orifice diameter of 15 cm is inserted in a pipe with a diameter of 30 cm. The pressure difference measured by a mercury oil differential manometer on the two sides of the orifice meter gives a reading of (x = 50 cm) of mercury. Given the specific gravity of the oil (Soil = 0.9) and the coefficient of discharge of the meter is 0.64, calculate:
i. pipe area (A1)
ii. orifice area (A2)
iii. area ratio (m*)
iv. difference of pressure head (h)
v. entrance velocity (v1)
vi. theoretical flow rate (Q1)
vii. actual flow rate (QActual)