Tank Drainage
Consider the efflux of a liquid through a smooth orifice of area A0 at the bottom of covered tank (AT). The depth of the liquid is y. The pressure in the tank exerted on the liquid is pT while the pressure outside of the orifice is pa. Develop an expression for v0(y).
Concept | Assumptions | Sketch |
• Bernoulli’s equation applied to points ➀ and ➁ | • Steady frictionless flow | ![]() |
• Mass conservation | • Streamline represents all fluid element trajectories | |
• Averaged velocities |
At descending point ➀ and exit point ➁, most of the information is given. Thus, Eq. (2.28) now reads:
2v12+ρp1+gz1=2v22+ρp2+gz2 (2.28)
2v12+ρpT+gy=2v02+ρpa+0The velocities are related via continuity (see Eq. (2.7)):
ΣQin=ΣQout (2.7)
v1AT=v0A0so that with v1=v0A0/AT,
v0=[1−⟮A0/AT⟯22/ρ(pT−pa)+2gy]1/2Comment: Toricelli’s law, v=2gh can be directly recovered when Δp ≈ 0 and AT>>AO . Clearly, the liquid level y and pressure drop pT−pA are the key driving forces. The solution breaks down when AO→AT.