Engineering planning tool

Industrial DI Water Specification & System Planner

Turn daily demand, production rate, operating time, storage and product-water quality into a preliminary DI-water brief.

Calculation basis

Inputs first. Candidate process second.

Capacity

Required average production = daily demand ÷ operating hours. Minimum runtime = daily demand ÷ selected production rate.

Storage

Buffer volume = daily demand ÷ 24 × selected buffer hours. It does not include distribution, fire reserve or unusable tank volume.

Water quality

At the same reference temperature, resistivity in MΩ·cm is the reciprocal of conductivity in µS/cm. TDS alone is not converted into a precise conductivity.

Project inputs

Define the operating requirement.

Fields marked * are required for a calculation. No project data leaves this page.

Demand and capacity
Feed water and product target
µS/cm
mg/L
µS/cm
MΩ·cm
Enter conductivity or resistivity at 25°C; one metric is enough. If both are entered, they must agree within 5%.
Supply and site conditions
Known raw-water parameters

Review the inputs, then calculate.

Planning result

Preliminary project brief

Required average rate
Minimum runtime
Daily capacity margin
Calculated buffer volume
Normalized quality target
Preliminary process candidate
Insufficient data

Why this candidate

  • Calculate to see the selection reasoning.

Missing formal design data

Hardness, alkalinity, silica, iron, manganese, free chlorine, temperature, major ions, microbiology, recovery constraints and point-of-use requirements.

Engineering boundary

This is a planning screen, not a membrane projection, equipment selection, performance guarantee or final design. Confirm feed-water chemistry, seasonal variability, recovery, pretreatment, distribution and use-point requirements before quotation.

Continue to RFQ

Worked scenario

Municipal feed, 10–12 m³/day and a 1 m³/h production target.

At 12 operating hours/day, a 1 m³/h system produces 12 m³/day gross. For 10 m³/day, minimum runtime is 10 hours and gross daily margin across the 12-hour window is 20%; for 12 m³/day, minimum runtime is 12 hours with no gross margin. A four-hour buffer based on 12 m³/day equals 2 m³. Site power: 480 V / 60 Hz / 3 phase.

Process matrix

How to interpret the candidate.

  • Single-pass RO: least-complex screen when polishing is not required; verify by projection.
  • Double-pass RO: conservative screen while final polishing remains uncertain.
  • RO + polishing: the use-point target requires a defined final barrier.
  • Double-pass RO + EDI: high-resistivity, continuously polished water is requested and EDI feed chemistry can be confirmed.
  • Insufficient data: source or target is missing, inconsistent or invalid.

Technical sources

Primary references used by this planner.

Planner version: 1.0 · Last reviewed: 15 August 2026