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Vertical Transportation Calculator

Screening-level lift group sizing from unit population and levels served, with the derived lift shaft construction area.

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Screening-level estimate. A population and handling-interval screen against a nominal number of cars. NOT a lift traffic study, and no shaft structural design is produced.

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Method — Screening-level estimate

A population and handling-interval screen against a nominal number of cars. NOT a lift traffic study, and no shaft structural design is produced.

Every result below is produced by the same engineering engine that feeds the High-Rise reference project, so a quantity taken from this page and a quantity taken from the workflow cannot disagree.

Governing Formula

Governing Formula
N_cars = ceil(P_peak / (carCap x rounds))

Where:

  • P = Peak 5-minute population [persons]
  • cap = Car capacity [persons]

Derived Equations:

Round trips per interval: rounds = (interval x 60) / cycle
Design population: P_design = n x persons x factor
Shaft construction: A_shaft = shaft_perimeter x height x lifts

Assumptions & Limitations

  • No five-minute traffic simulation, no car allocation, no express or double-deck options.
  • No shaft structural design, no machine-room or pit structure, no lift order-of-procurement lead time.
  • A minimum of one lift per 25 levels is applied so very tall, low-population towers stay serviceable.
Engineering Disclaimer & Verification Notice

This calculator provides preliminary engineering estimates for informational and planning purposes. Actual reverse osmosis / engineering system performance depends on site conditions, feed-water chemistry, membrane characteristics, operating pressure, temperature, recovery limits, fouling/scaling potential, and system design. Verify results using project-specific data, manufacturer projections, and applicable engineering standards before final design or operation.