Mechanical Engineering Updated 2026-07-29 Engineering Guide

Tank and Vessel Design Basics

Introduction to storage tank and pressure vessel design including codes, volume calculation, wall thickness, materials, and key design considerations.

Tank vs Vessel Classification

In industrial engineering, tanks and vessels are distinguished by their design pressure:

  • Atmospheric tanks (API 650/620, EN 14015): Design pressure < 15 psig (1 bar)
  • Low-pressure vessels: 15 psig to 150 psig
  • Pressure vessels (ASME VIII, EN 13445): > 15 psig
  • High-pressure vessels: > 1000 psig (special codes)

Calculate Cylinder Volume

Open cylinder-volume-calculator

Atmospheric Storage Tanks (API 650)

Used for bulk storage of water, oil, chemicals at near-atmospheric pressure.

Types

TypeDescriptionTypical Sizes
Fixed cone roofSimplest, cheapest; for low-volatility liquidsUp to 100,000 m³
External floating roofRoof floats on liquid; minimal vapor space; for crude/gasolineUp to 150,000 m³
Internal floating roofFixed roof with internal pan; for clean productsUp to 50,000 m³
Horizontal bulletCylindrical, for LPG/NGL (higher pressure)50-500 m³

Design Considerations

  • Hydrostatic pressure: At tank bottom, P = ρgh (e.g., 10m water = ~1 bar)
  • Wind loads: Must resist overturning; taller tanks need thicker shells or stiffening rings
  • Seismic design: API 650 Annex E for earthquake zones
  • Foundation settlement: Differential settlement causes shell distortion
  • Corrosion allowance: Typically 1-3 mm added to calculated thickness
tshell = (ρgH × D) / (2S × E) + CA

Where: t = thickness, ρ = liquid density, g = 9.81, H = liquid height, D = tank diameter, S = allowable stress, E = joint efficiency, CA = corrosion allowance.

Pressure Vessels (ASME Section VIII)

For process vessels operating above atmospheric pressure — reactors, separators, columns, heat exchanger shells.

Basic Design Formula — Internal Pressure

t = (P × R) / (S × E − 0.6 × P) + CA
ParameterMeaning
tMinimum required wall thickness
PDesign pressure (Pa or psi)
RInside radius of shell
SMaximum allowable stress (material-dependent)
EJoint efficiency (1.0 for full RT, 0.85 for spot RT, 0.7 for no RT)

Pressure Vessel Volume Calculator

Open pressure-vessel-volume-calculator

Don't Design Pressure Vessels Yourself

ASME Section VIII design is a specialized engineering discipline requiring certification. This guide provides only conceptual understanding — actual vessel design requires a Professional Engineer and ASME/U-stamp certification.

Common Vessel Configurations

TypeApplication
Vertical cylindricalProcess columns, separators, reactors
Horizontal cylindricalDrum separators, heat exchangers, storage bullets
SphericalHigh-pressure gas storage (LPG, NGL)

Head Types

Head TypeDescriptionVolumeCost
HemisphericalStrongest (half of sphere)HighestMost expensive
2:1 Semi-ellipticalMost common for process vesselsGoodModerate
Flanged & dished (F&D)Shallow, low pressureLowerCheapest
Flat headRectangular openingsLowestHigh stress — thick steel required

Materials Selection

ServiceMaterialAllowable Stress (100°C)
General carbon steelSA-516-70138 MPa
Low-temp carbon steelSA-516-60 (normalized)118 MPa
High temp / hydrogenSA-387-11 (1¼Cr-½Mo)118 MPa
Stainless steelSA-240-304/316138/115 MPa
Duplex2205260 MPa

Nozzles and Openings

Vessel shells require reinforcement at nozzle openings (per ASME UG-37). Typical nozzles:

  • Process inlets/outlets
  • Manways (for internal access, typically 20" minimum)
  • Instrument connections (level, pressure, temperature)
  • Relief valve connections
  • Drain and vent connections

External Loads

Vessel design must consider:

  • Weight: Shell + internals + liquid + insulation + ladders/platforms
  • Wind: Tall columns act as vertical beams in wind
  • Seismic: Horizontal force at center of gravity
  • Piping loads: Nozzle loads from thermal expansion
  • Vacuum: External pressure can collapse vessels (buckling analysis needed)

Tank Volume and Head

For a vertical cylinder with 2:1 elliptical heads:

Vtotal = π × (D/2)² × Lshell + (π × D³)/6

Sphere Volume Calculator

Open sphere-volume-calculator

Cone Volume Calculator

Open cone-volume-calculator

Quick Capacity Check

For a vertical cylindrical tank: capacity per meter of height = 0.785 × D² (m³/m). A 10m diameter tank holds 78.5 m³ (78,500 liters) per meter of liquid level.

Inspection and Testing

  • Hydrostatic test: Fill with water at 1.3-1.5 × design pressure
  • Pneumatic test: For vessels too large for hydrotest; uses air at lower pressure due to stored energy hazard
  • Radiography: Weld inspection; full or spot per design joint efficiency
  • In-service inspection: API 510 (pressure vessels), API 653 (tanks); periodic thickness testing

Summary

Atmospheric tanks follow API 650 and are designed primarily for hydrostatic load. Pressure vessels follow ASME VIII Div 1 or Div 2 and require certified design. Key design parameters: design pressure/temperature, material stress, joint efficiency, and corrosion allowance. Always engage qualified pressure vessel engineers — errors can have catastrophic consequences.

Related Guides & Tools

Disclaimer: This guide is for educational purposes only. Always consult qualified engineering professionals and applicable codes/standards (ASME, API, ASTM) for engineering design. See full disclaimer.