X1Adapted past paperCurrent specThird5 marks6 min

ENGR271 2025-26 Q1 (data and RD step only)[PARTIAL] Left out: Parts (a)-(d) (absolute and gauge pressure, interface condition, piezometer heights) test Lecture 2 hydrostatics and are in that pack.

An open vertical tank contains a 1.0 m layer of water (ρw=1000 kg m−3\rho_w = 1000\ \mathrm{kg\,m^{-3}}) with a 1.0 m layer of oil of relative density RDoil=0.8RD_{oil} = 0.8 floating on top. Take g=9.81 m s−2g = 9.81\ \mathrm{m\,s^{-2}}.

  1. (i)
    Calculate the density and the specific weight of the oil and of the water.
    [3]
  2. (ii)
    Hence calculate the weight of each layer resting on 1 m21\ \mathrm{m^2} of horizontal area.
    [2]