Step 1: Understand the system and calculate pressures.
The total force on the side PQR is due to the hydrostatic pressures of the water, oil, and the connection to the overhead water reservoir. The height components are:
-
2m water at the bottom,
-
4m water above the bottom layer,
-
4m oil at the top.
The pressures are calculated as:
Pwater bottom=γw⋅hwater bottom,
Pwater middle=γw⋅hwater middle,
Poil=γw⋅Sg⋅hoil,
where
γw=10kN/m3 is the unit weight of water, and
Sg=0.8 is the specific gravity of oil.
Step 2: Calculate individual pressures.
1. Pressure due to the bottom
2m water:
Pbottom water=10⋅2=20kN/m2.
2. Pressure due to the middle
4m water:
Pmiddle water=10⋅4=40kN/m2.
3. Pressure due to the top
4m oil:
Poil=10⋅0.8⋅4=32kN/m2.
4. Additional pressure due to the connection with the overhead reservoir (
8m of water):
Preservoir=10⋅8=80kN/m2.
Step 3: Calculate total hydrostatic force.
The total force on the vertical side PQR is:
F=γw⋅A⋅(hcenter of pressure+Preservoir),
where
A=width⋅height=5m⋅10m=50m2.
Using
hcenter of pressure as the centroid of the combined layers:
F=(20+40+32+80)⋅50,
F=1350kN.
Conclusion: The total hydrostatic force on the side PQR of the tank is
1350kN.