Torricelli's Law Calculator

Efflux speed v = √(2gh) and flow Q = Av

Parameters

mⓘ
m²ⓘ
m/s²ⓘ
Show Trail

Controls

xⓘ

Calculated Values

Efflux Speed:
7.67;m/s7.67;m/s
Volume Flow Rate:
0.01;m3/s0.01;m³/s

Examples

Tank 4 m deep

Hole near bottom h=4 m.

    Shallow h=1 m

    Small orifice.

      Visualization

      Torricelli's Law — Efflux Speed from a Tank

      Torricelli's law (Evangelista Torricelli, 1643) states that the speed of liquid exiting a small orifice in a large tank is v = √(2gh), where h is the vertical height from the free surface to the center of the hole and g ≈ 9.81 m/s². It follows from Bernoulli's equation along a streamline from the free surface (v₁ ≈ 0, P₁ = P_atm) to the jet (P₂ = P_atm, height z₂ ≈ 0): ½ρv² = ρgh.

      The result is remarkable: efflux speed depends only on head h, not on tank diameter, fluid total volume, or hole area (for an ideal small orifice in a large tank). Doubling h increases v by √2, not by 2. At h = 5 m, v ≈ √(2 × 9.81 × 5) ≈ 9.9 m/s — the same speed a dropped object would have after falling 5 m.

      Volume flow rate Q = A_orifice × v. A hole of diameter 20 mm (A ≈ 3.14×10⁻⁴ m²) at h = 4 m gives Q ≈ 3.14×10⁻⁴ × 8.86 ≈ 2.8×10⁻³ m³/s (about 2.8 L/s). Real flows use v = C_v√(2gh) with discharge coefficient C_v ≈ 0.60–0.98 (sharp-edged hole lower, rounded higher).

      Torricelli assumes: inviscid flow, small orifice, large tank (surface velocity negligible), unvented or vented to atmosphere equally. Viscosity, vena contracta (jet area smaller than hole), and surface depression lower real speed. Tank must be vented — a sealed tank cannot sustain flow.

      As the tank drains, h drops and v decreases — flow is transient. Torricelli gives the instantaneous exit speed at the current head. Draining time requires integrating Q = −A_tank dh/dt.

      Horizontal range of a side orifice: treat as projectile motion with initial horizontal speed v = √(2gh). Same √(2gh) appears in Pitot tubes and Torricelli — all are Bernoulli energy conversions.

      Key Concepts

      • v = √(2gh) from Bernoulli / energy
      • Q = A_hole × v; v ∝ √h
      • Independent of tank cross-section (ideal)
      • C_v ≈ 0.6–0.98 for real orifices
      • Same as free-fall speed from height h
      • Requires vented tank at P_atm

      Real-World Applications

      • Tank and reservoir drainage estimates
      • Fountain, spout, and cooling tower design
      • Dam bottom outlet and spillway education models
      • Class 11–12 Bernoulli equation laboratory
      • Firefighting nozzle and hydraulic bench demos
      • Initial analysis of siphon and culvert flow

      Explore Further

      More fluid mechanics tools

      Physics Equations

      Torricelli's Law:
      v=2ghv = \sqrt{2gh}
      Flow Rate:
      Q=AvQ = Av

      Step-by-Step Solution

      See how the main results are calculated.

      1

      Step 1: Torricelli's Law

      Equation:

      v=2ghv = \sqrt{2gh}

      Explanation:

      Efflux speed from small hole; Bernoulli from free surface to jet.

      2

      Step 2: Substitute h

      Calculation:

      v=2×9.81×3=7.6720 m/sv = \sqrt{2 \times 9.81 \times 3} = 7.6720 \text{ m/s}

      Result:

      v=7.6720m/sv = 7.6720 m/s
      3

      Step 3: Volume Flow

      Equation:

      Q=AvQ = Av

      Calculation:

      Q=0.001×7.6720=7.6720e−3 m3/sQ = 0.001 \times 7.6720 = 7.6720e-3 \text{ m}^3\text{/s}

      Result:

      Q=7.6720e−3m3/sQ = 7.6720e-3 m³/s
      4

      Step 4: Independent of Tank Area

      v depends only on head h.

      Explanation:

      Ideal fluid; real jets slightly lower (Cv).

      5

      Step 5: Energy View

      Equation:

      mgh=12mv2mgh = \frac{1}{2}mv^2

      Explanation:

      PE at surface → KE at exit.

      6

      Step 6: Applications

      Draining tanks, fountains.

      Explanation:

      Use discharge coefficient for real orifices.

      Frequently Asked Questions (FAQ)

      Why not depend on tank size?

      Bernoulli: surface velocity ≈ 0; only h matters for ideal hole.

      Viscosity effects?

      Small holes, viscous fluids — use C_v < 1.

      Hole at bottom vs side?

      Same v = √(2gh) if h is vertical depth to hole center.

      Air lock in tank?

      Need vent; subatmospheric pressure reduces flow.

      Same as free fall?

      Same √(2gh) — KE from PE per unit mass.

      Practice MCQs

      1. Torricelli speed v depends on:
      2. Doubling h multiplies v by:
      3. v has units:
      4. At surface h=0, efflux speed is:
      5. Q = Av uses:
      6. Derived from: