Tank Draining Time Calculator

Engineering calculator reviewed for preliminary design use · Last updated: March 2026

Calculate tank draining time using Torricelli's theorem from tank cross-section area, orifice area, and liquid head. Apply to batch operation scheduling, tank cleaning, and emergency drain planning.

Tank Draining Time Calculator (Torricelli's Theorem)

Calculates the time required to drain a tank through a bottom or side orifice/nozzle. Based on Torricelli's theorem (v = √(2gh)), the calculation accounts for discharge coefficient, orifice area, and initial/final liquid level.

Formula

t = (A_tank / (Cd × A_hole × √(2g))) × 2 × (√h₁ − √h₂)

  • A_tank: Tank cross-sectional area [m²]
  • Cd: Discharge coefficient (sharp-edged: 0.61, rounded: 0.82)
  • A_hole: Orifice area [m²]
  • h₁, h₂: Initial and final liquid levels [m]

Applications

  • Tank cleaning and inspection drain time planning
  • Emergency drain and batch operation scheduling
  • Fire suppression and sprinkler system calculations

Related: Flow Rate Calculator

Frequently Asked Questions

What assumptions does Torricelli's theorem make?

Torricelli's theorem assumes inviscid, incompressible fluid with a free surface. It also assumes the tank cross-section is much larger than the outlet orifice. A discharge coefficient (0.6-0.65) corrects for real fluid effects.

Why does draining slow down as the tank empties?

The driving force is the hydrostatic head (liquid height above the outlet). As the liquid level drops, the head decreases, the exit velocity decreases, and the flow rate decreases — causing the draining to slow exponentially.

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Editorial Responsibility
  • Last reviewed: March 2026
  • Reviewed by: EngiCompute Editorial Team
  • Intended for preliminary engineering use

These results are preliminary estimates for screening-level design use. They do not replace detailed engineering, code compliance verification, or vendor-certified calculations.