Open channel flows (such as river flows) have quadratic velocity profiles along the gravitational direction, with non-slip velocity at the bottom: An experimental system, with a weight tank and a pitot tube, has been designed to calibrate the coefficients a and b in the equation above. The Pitot tube, with a U-tube manometer containing mercury, is used to measure the surface velocity U3?. The channel has a rectangular cross-section, with a width D. The flow in-depth H is measured by the in-depth scale. (1) Determine the surface velocity Us? from the measurement of liquid density ?1?, mercury density ?m?, and height difference in mercury column (?h) of Pitot tube; (2) Derive the volumetric flow rate Q as a function of a, b, D, and H; (3) Express a and b as functions of weight tank measurements ( ?W and ?t ), liquid density ?1?,D,H, and U3?;