Density envelope
Declared minimum-to-maximum property interval.
Unit Converters
Locate a current density within a declared material range and show how the density uncertainty propagates into hydrostatic pressure for a fixed liquid height and local gravity.
Density envelope and liquid head
Locate current density within a declared interval and calculate minimum, current, and maximum gauge-pressure contributions for a fixed liquid-column height and local gravity.
| State | Density | Hydrostatic pressure | Operational meaning |
|---|
How to use
Locate current density within a declared interval and calculate minimum, current, and maximum gauge-pressure contributions for a fixed liquid-column height and local gravity.
Declared minimum-to-maximum property interval.
Elevation difference producing hydrostatic pressure.
ρgh pressure from a static liquid column.
Acceleration used in the weight-force relationship.
Change in liquid-head pressure caused by density range.
Result interpretation
The position card describes current density inside or outside the entered envelope. Hydrostatic cards show gauge-pressure contribution from the liquid column at each density. They exclude vapor pressure, gas-space pressure, line losses, acceleration, and dynamic flow.
Calculation method
Convert all densities to kg/m³, reject a reversed interval, calculate signed range position, and multiply each density by local gravity and vertical height. Divide pascals by 1000 for kPa and subtract endpoint pressures for the density-driven pressure span.
Evidence checks
Use elevation difference between pressure points; vessel shape and sloped path length do not replace vertical head.
ρgh describes a static column. Flowing systems also require friction, fittings, velocity, and equipment pressure.
A thermally stratified or compositionally layered column cannot always be represented by one uniform density.
Closed-vessel bottom pressure includes headspace pressure in addition to the calculated liquid head.
Both level height and pressure datum must use a consistent reference point.
Standard gravity is adequate for many screens, but high-accuracy work may require local value and elevation correction.
Hydrostatic level transmitters often need wet-leg, vapor-density, and remote-seal corrections outside this model.
Visual explanation
Three columns share the same physical height but use minimum, current, and maximum density. Their pressure levels change in direct proportion, while a separate interval marker shows current density position.
Detailed calculation process
position = 100(ρcurrent − ρmin)/(ρmax − ρmin); Δpmin = ρmin gh; Δpcurrent = ρcurrent gh; Δpmax = ρmax gh
| Symbol | Meaning | Required unit |
|---|---|---|
| ρmin,ρmax | density endpoints | kg/m³ |
| ρcurrent | current density | kg/m³ |
| h | vertical liquid height | m |
| g | local gravitational acceleration | m/s² |
| Δp | hydrostatic gauge pressure | Pa |
| position | density location in interval | % |
Reconciliation:Waiting for current inputs.
Defaults and assumptions
Defaults demonstrate an 800–900 kg/m³ liquid range over a 5 m column under standard gravity. They are not a vessel design condition.
| Check | Current value A | Current value B | Decision role |
|---|
Decision analysis
Use the pressure span to screen density sensitivity in level or pressure calculations. Complete vessel, piping, and instrument models before selecting equipment or setting alarms.
Build a complete pressure balance before using the hydrostatic cards for design or protection. The calculated values are only the static liquid-column contribution between two elevations. Add headspace gas pressure for a closed vessel, atmospheric pressure when absolute pressure is needed, and dynamic losses or velocity terms for flowing systems. Verify the vertical distance between pressure datum points; a sloped pipe length or vessel wall dimension is not a substitute. If density varies with temperature, composition, gas holdup, or solids concentration over height, integrate the local density profile instead of applying one uniform current value. For differential-pressure level instruments, include reference-leg density, remote-seal fill fluid, vapor density, capillary elevation, and transmitter zero conventions as required. The endpoint pressure span is useful for sensitivity analysis: it shows how much inferred pressure or level can move solely because density spans the entered range. Compare that sensitivity with instrument accuracy, alarm separation, and process risk, but do not call it total uncertainty. Preserve the density condition, height datum, gravity value, headspace state, and pressure-unit basis in the engineering record.
Evidence and data lineage
Retain density source and condition, endpoint authority, vertical datum, level height source, gravity value, headspace condition, pressure tapping elevations, and calculated contributions.
Limits and exclusions
The page assumes one uniform static density and excludes gas pressure, friction, acceleration, vapor density, wet legs, seal fluids, compressibility, and vessel code design.
Reliable sources
Worked cases
Density variation changes the inferred level; the pressure span quantifies one calibration sensitivity before a full instrument model.
The engineer adds measured headspace pressure separately and does not mistake liquid head for total bottom pressure.
Important note
Hydrostatic pressure is only one term in a real pressure balance. Do not size equipment or declare safe pressure from ρgh alone.
Hydrostatic pressure depends on elevation difference, not path length.
No. It is the liquid-column gauge contribution.
Not for pressure at a given uniform-fluid height.
Yes; status and signed position expose the excursion.
Yes. Equality is inside the declared density range.
Weight force depends on local gravitational acceleration.
Yes, but this uniform-density model cannot represent stratification.
No. Add it only when absolute pressure is required.
No. Closed-vessel gas pressure is a separate term.
Convert height to metres before entry.
It isolates pressure sensitivity caused by the density envelope.
It provides one term; full calibration may require wet-leg and seal corrections.
No. Status compares current density with density endpoints.
No. Flowing loss needs a hydraulic model.