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Tank & Pressure Vessel Volume Calculator

ASME VIII Div 1 · API 650 · ISO 7507
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← All indexable specifications for this calculator· Current spec: vertical · flat · Di 96 in · L 300 in

Tank & Vessel Volume Summary

Pre-seeded geometry for this programmatic URL. Adjust inputs in the calculator to recalculate; primary selections update the clean path for sharing and indexing.

ParameterValue
Service fluidWater
OrientationVertical
Head typeflat
Inside diameter Di96 in
Shell length L300 in
Liquid level h120 in

Engineering Reference & ASME Code Basis

1. Core Formula & Variable Definitions

ASME BPVC Section VIII Division 1 (head geometry / volume screening) · API 650 (Welded Tanks for Oil Storage — level–capacity practice) · ISO 7507 (Petroleum and liquid petroleum products — tank calibration)

Vshell = π r2 L  ·  Vtotal = Vshell + 2 Vhead

2:1 SE: Vhead = π/24 · Di3  ·  Hemi: π/6 · Di3  ·  F&D/Klöpper ≈ 0.084766 · Di3

Horizontal shell liquid: L · (r2 acos((rh)/r) − (rh) √(2rhh2))

ASME VIII Div 1 head geometry · API 650 / ISO 7507 level–capacity screening

2:1 SE π/24 · Di³Hemi π/6 · Di³F&D ≈0.084766 · Di³1 m³ 264.172 US gal

Inside diameter Di and shell straight length L. Head volumes follow ASME VIII Div 1 screening (flat = 0; 2:1 SE; hemi; torispherical Klöpper / ASME F&D coefficient 0.084766). Horizontal partial fill uses circular segment on the shell plus head liquid ≈ 2·V_head·(segment area / πr²). Vertical fill stacks bottom-head cap, cylindrical shell, and top-head cap. Volumes reported in m³ / L / US gal / oil bbl. Screening only — no internals.

  • Di (Inside Diameter)Vessel inside diameter used for shell and head geometry (mm / in).
  • L (Shell Straight Length)Cylindrical shell length between head tangent lines (mm / in).
  • h (Liquid Level)Liquid height from vessel bottom. Horizontal: across diameter. Vertical: through bottom head + shell + top head.
  • V_head (One-Head Full Volume)ASME VIII Div 1 screening volume for one head (flat / 2:1 SE / hemi / F&D).
  • V_liq (Partial Liquid Volume)Screening liquid volume at level h (m³, L, US gal, bbl).
  • Fill % (Percent of Total Capacity)100 · V_liq / V_total with V_total = V_shell + 2·V_head.

2. Allowances, Tolerances & Standards

Field screening geometry for level–capacity. Confirm stamped head drawings and certified strapping for design or custody transfer.

F&D head coefficientV ≈ 0.084766 · Di³

Common ASME F&D / Klöpper approximation with R=Di and r_knuckle=0.06·Di; head depth ≈ 0.169·Di.

Horizontal headsArea-fraction method

Non-flat head liquid ≈ 2·V_head·f with f = circular segment area / (π r²) at the same liquid height.

Volume units1 m³ = 264.172052 US gal = 6.28981 bbl

Oil barrel based on 42 US gal. Liter = 1000 L/m³.

Quick Reference Lookup Table

Tank & vessel volume screening — engine-computed liquid volume and fill %
OrientationHeadsDiLhV_liqFill %V_total
Horizontal2:1 SE2000 mm6000 mm1200 mm13.12 m³ (3466 gal)62.620.94 m³
VerticalHemi3000 mm8000 mm5000 mm38.88 m³ (10270 gal)45.884.82 m³
HorizontalFlat96 in240 in48 in3760 US gal (14.23 m³)50.028.47 m³
Vertical2:1 SE120 in360 in200 in9302 US gal (35.21 m³)47.574.13 m³
HorizontalHemi1500 mm4000 mm750 mm5.30 m³50.010.60 m³
VerticalF&D / Klöpper2500 mm5000 mm3000 mm13.98 m³51.427.19 m³
Horizontal2:1 SE72 in180 in36 in1798 US gal50.013.61 m³
VerticalFlat96 in300 in120 in3760 US gal40.035.58 m³

All rows are engine-computed from the FEK tank-vessel-volume solver (ASME VIII Div 1 head coefficients + circular-segment / vertical-cap screening). Not a certified API 650 / ISO 7507 strapping table — no internals.

3. Material & Code Limitations

Mass = V_liq · ρ. Presets are screening densities at ambient — override with custom ρ for process fluids.

Material GroupTemperature RangeAllowable Stress / LimitEngineering Notes
Water998 kg/m³Default ambient water density for mass screening.
Diesel / crude oil850 / 870 kg/m³Typical ambient screening densities — confirm assay.
H₂SO₄ (concentrated)1830 kg/m³Concentrated sulfuric acid screening density.

4. Step-by-Step Worked Example

Field VerificationShow

Worked Example — Horizontal 2:1 SE · Di 2000 mm · L 6000 mm · h 1200 mm

Default metric duty: horizontal vessel, 2:1 ellipsoidal heads, water at ambient density.

Orientation / heads:Horizontal · 2:1 SEDi / L / h:2000 mm / 6000 mm / 1200 mmFluid:Water · 998 kg/m³
1

Compute shell and head capacities

V_total = V_shell + 2 V_head ≈ 20.94 m³ for Di = 2000 mm, L = 6000 mm, 2:1 SE heads.
Result:V_total ≈ 20.94 m³
2

Partial fill on horizontal shell and heads

Shell liquid from circular segment at h = 1200 mm; non-flat heads ≈ 2·V_head·f with f = A_segment/(π r²).
Result:V_liq ≈ 13.12 m³ (3466 US gal)
3

Fill percent of total capacity

13.12 / 20.94 × 100 ≈ 62.6%.
Result:Fill ≈ 62.6%
4

Dipstick screening chart

Step liquid level from 0→Di for field strapping screening — exclude internals and use certified charts for custody transfer.
Result:Geometric dipstick table (screening only)
Conclusion: Default horizontal 2:1 SE duty screens at ≈13.12 m³ liquid and ≈62.6% of total capacity.

5. Frequently Asked Questions & Technical References

Show

ASME VIII Div 1 screening: flat = 0; 2:1 ellipsoidal = π/24·Di³; hemispherical = π/6·Di³; torispherical Klöpper / ASME F&D ≈ 0.084766·Di³ (R=Di, r_k=0.06·Di). Head depth: 2:1 SE = 0.25·Di; hemi = 0.5·Di; F&D ≈ 0.169·Di.

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