Quick answer: preliminary RO membrane count equals required permeate flow divided by design flux times active membrane area. Pressure-vessel count then equals membrane count divided by elements per vessel. This only establishes an initial layout: recovery, feedwater chemistry, scaling, element flow limits, pressure drop, staging, and vessel pressure rating must still be verified with manufacturer software and final datasheets.
This guide provides an auditable worksheet for industrial RO systems. The example uses an 8-inch element with 37.2 m² (400 ft²) of active area, as listed in the FilmTec™ technical manual; always take the actual area from the datasheet for the model being purchased.1 PT Watermart Perkasa, operating at water.co.id, supplies industrial RO membranes and Codeline pressure vessels in Indonesia and reviews component schedules built from a verified design basis.
Updated 4 August 2026: staging audit, element hydraulic limits, and component-release records before purchase were added.
Inputs Required for Preliminary Sizing
Five figures can establish the initial geometry, but they cannot approve the design. Add a complete ion analysis, design temperature, SDI/turbidity, permeate specification, operating hours, pretreatment, and concentrate-disposal limits before selecting recovery or flux.
| Symbol | Input | Unit | Defensible source |
|---|---|---|---|
| Qp | Required net permeate flow | m³/h | Demand balance, storage capacity, operating hours, and downtime allowance |
| J | Average design flux | L/m²/h (LMH) | Manufacturer guideline for the source and pretreatment |
| A | Active membrane area per element | m² | Element datasheet; do not infer it only from a 4040 or 8040 code |
| R | System recovery | decimal or % | Water balance, scaling analysis, concentrate limit, and manufacturer guidance |
| EpV | Elements per pressure vessel | elements/vessel | Skid layout, available vessel length, staging, and hydraulic limits |
| H | Effective operating time | h/day | Production schedule after cleaning and maintenance allowance |
| T | Design water temperature | °C | Relevant cold and hot conditions; temperature affects permeability and pressure |
Where demand is stated as a daily volume, first convert it to operating flow:
Qp (m³/h) = daily permeate demand (m³/day) ÷ effective operating time (h/day)
Do not divide by 24 if the plant operates for only 16 or 20 hours per day. Add capacity margin explicitly to Qp or operating time rather than increasing flux without evidence.
RO Membrane and Pressure Vessel Sizing Worksheet
This sequence separates membrane capacity, water balance, and vessel rounding so that every assumption can be checked.
- Calculate production per element at design flux.
Qp,element (m³/h) = J (L/m²/h) × A (m²) ÷ 1,000 - Calculate the minimum element count.
Nminimum = target Qp ÷ Qp,element - Round the element count up.
Ninitial = round Nminimum up to the next whole element - Calculate pressure-vessel count.
Nvessels = round up (Ninitial ÷ EpV) - Calculate installed elements.
For equal-length vessels:
Ninstalled = Nvessels × EpV - Recalculate actual flux after rounding.
Jactual = target Qp × 1,000 ÷ (Ninstalled × A) - Calculate feed and concentrate from preliminary recovery.
Qfeed = Qp ÷ RQconcentrate = Qfeed − Qp - Validate the design. Check permeate quality, osmotic pressure, scaling, antiscalant/softening needs, maximum feed flow, minimum concentrate flow, element recovery, pressure drop, staging, vessel pressure rating, and pump duty.
DuPont specifies that hydraulic constraints—including maximum feed flow, minimum concentrate flow, maximum permeate flow/flux per element, and maximum recovery per element—must be met. Chemical recovery is also constrained by sparingly soluble salt saturation in the final concentrate.2 The membrane-area result must therefore not be issued directly as a fabrication drawing.
Worked Example: 20 m³/h RO System
This example demonstrates the worksheet; it does not recommend one flux or recovery for every feedwater. Assume 20 m³/h of permeate, an initial flux of 18 LMH, 8-inch elements with 37.2 m² each, 75% preliminary recovery, and six elements per vessel.
| Step | Calculation | Result |
|---|---|---|
| Theoretical production per element | 18 × 37.2 ÷ 1,000 | 0.6696 m³/h |
| Minimum elements | 20 ÷ 0.6696 | 29.87 elements |
| Initial elements after rounding | Round 29.87 up | 30 elements |
| Pressure vessels | 30 ÷ 6 | 5 vessels |
| Installed elements | 5 × 6 | 30 elements |
| Actual flux | 20 × 1,000 ÷ (30 × 37.2) | 17.92 LMH |
| Preliminary feed flow | 20 ÷ 0.75 | 26.67 m³/h |
| Preliminary concentrate flow | 26.67 − 20 | 6.67 m³/h |
The initial geometry is 30 eight-inch elements in five six-element vessels. The table does not establish stage count or vessels per stage. A 3:2, 4:1, or other arrangement must not be chosen merely because it totals five vessels; each stage must satisfy feed/concentrate flow, element recovery, pressure drop, and permeate-quality limits under design conditions.
If the minimum element count is not a multiple of EpV, rounding the vessel count adds membrane area. Use installed element count to recalculate actual flux. Do not silently increase Qp to return to the original flux; product capacity must follow user demand and storage balance.
Choosing 4040 or 8040 Elements
Element size is a layout and operating decision, not simply a diameter comparison. Membrane area, flow limits, pressure rating, and connections must be taken from the selected model.
| Consideration | 4-inch/4040 element | 8-inch/8040 element |
|---|---|---|
| Typical system scale | Smaller flow, pilot, or compact skids | Larger industrial RO systems |
| Housings for comparable area | Generally more | Generally fewer |
| Handling | Lighter element and housing | Requires appropriate space, support, and handling procedure |
| Sizing data | Use the model-specific 4040 area and limits | Use the model-specific 8040 area and limits; not every element has identical area |
| Pressure vessel | Codeline 40E/40S or a series suited to pressure | Codeline 80E/80S/80H or a series suited to pressure and application |
The pressure vessel must match element diameter, element count, design pressure, side-entry/end-entry configuration, port material, permeate adapters, thrust ring, saddles, and code/non-coded requirement. Do not set vessel rating equal to normal operating pressure without checking maximum conditions, transients, temperature, and project requirements.
Selecting Recovery from Water Chemistry
System recovery is the fraction of feed converted to permeate. Higher recovery reduces concentrate volume but increases salt concentration in the final concentrate and can increase scaling, fouling, and minimum-flow violations.
Use this decision sequence:
- Obtain a complete analysis: cations, anions, alkalinity, silica, pH, TDS/conductivity, hardness, barium/strontium where relevant, temperature, TOC, turbidity, and SDI.
- Define pretreatment and chemical adjustments that will actually be available in operation, not merely shown on the P&ID.
- Enter the membrane model, temperature, fouling factor, design age, permeate target, and trial recovery into manufacturer software.
- Check concentrate saturation/scaling and any need for antiscalant, acid dosing, or softening.
- Check every element and stage against maximum feed flow, minimum concentrate flow, permeate flow, element recovery, and pressure-drop limits.
- Iterate recovery or staging until every limit is met at minimum, normal, and maximum operating conditions.
For surface water, DuPont separates design guidance by pretreatment quality and SDI; displayed categories include surface water with UF/SDI <2.5, SDI <3, and SDI <5.3 These are not universal targets for every element. They demonstrate why the correct source-water subtype and pretreatment must be selected in the software.
Pre-Purchase Verification Checklist
Use this checklist when handing the worksheet to an engineer, OEM, or supplier:
- Target Qp, operating hours, turndown, storage capacity, and downtime allowance are recorded.
- The element datasheet states active area, pressure, flow, temperature, pH, and test-condition limits.
- Feedwater analysis represents source variation; RO water testing by A3 Laboratories can provide independent verification where needed.
- Pretreatment has adequate backwash, cartridge, dosing, and monitoring capacity.
- Recovery and scaling are verified with manufacturer software, not only a spreadsheet.
- Actual flux is recalculated after rounding vessel count.
- Stage count and vessels per stage meet every element hydraulic limit.
- Pressure vessels match diameter, element count, design pressure, ports, adapters, materials, and skid layout.
- The high-pressure pump is selected from the simulated duty point, including pressure losses and flow control.
- Minimum instrumentation covers flow, pressure/differential pressure, conductivity, and required sample points.
- Flushing, cleaning, preservation, element replacement, end-closure access, and safe depressurisation procedures exist.
- The owner has accepted the concentrate balance and disposal route.
What evidence package should accompany an RO sizing result?
Every calculation should remain traceable to its source. Send one package connecting user demand, water analysis, membrane simulation, vessel configuration, and data-sheet revisions so procurement does not turn a preliminary number into a final specification without engineering review.
| Handoff record | Minimum contents | Decision it supports |
|---|---|---|
| Design basis | Qp, operating hours, turndown, temperature, permeate quality, recovery, and allowance | Capacity the system must actually deliver |
| Water data | Laboratory results, sample date/location, source variation, SDI/turbidity, and relevant ions | Pretreatment, scaling, and design-condition range |
| Manufacturer projection | Model and database revision, staging, flux, pressure, permeate quality, and warnings | Element count and array within model limits |
| Membrane-vessel schedule | Element code, quantity, vessel, pressure class, ports, adapters, seals, saddles, and service clearance | Mechanical fit and design-pressure suitability |
| Supply boundary | Components, installation, flushing, commissioning, sampling, documents, and exclusions | Comparable quotations without hidden scope differences |
Handoff to RO Membranes, Vessels, and Components
Send the worksheet, water analysis, membrane model, manufacturer simulation, PFD/P&ID, design pressure, and skid layout to PT Watermart Perkasa. Watermart can match 4040/8040 RO membranes, Codeline membrane housings, cartridge filtration, dosing pumps, and instruments and analysers to the verified configuration.
Staging audit before the component list is locked
After element and vessel counts are rounded, complete a staging audit before purchasing components. This confirms that vessels are not merely sufficient in number, but arranged so the first element, last element, and concentrate outlet remain within manufacturer limits.
| Audit point | How to check | Evidence to keep |
|---|---|---|
| Vessels per stage | Compare first-stage and second-stage flow against the manufacturer projection | Staging sketch, flow per vessel, and projection revision |
| Recovery per element | Check lead-to-tail element recovery, not only system recovery | Manufacturer-software output and warning limits |
| Pressure drop | Add membrane, vessel, cartridge, pipe, valve, and instrument losses | Pump duty, vessel pressure rating, and operating margin |
| Antiscalant/softening | Match dose, pH, LSI/silica, and final concentrate chemistry | Dosing sheet, chemical, and reject-water limits |
| CIP conditions | Confirm cleaning flow, pressure, chemical, temperature, and return path | Cleaning P&ID, material compatibility, and preservation procedure |
| Service access | Confirm room to pull elements, open closures, and depressurise safely | Skid layout, clearance, and isolation procedure |
The purchase schedule should be locked only after this audit agrees with final datasheets. For retrofit projects, add vessel nameplate photos, port orientation, end-closure condition, and old operating-pressure records so replacement Codeline pressure vessels are not selected with the wrong rating or length.
The preliminary calculation supports budgeting and layout, but procurement must use final model numbers and datasheets. Include the design basis and simulation output when contacting Watermart for a component review.
RO Sizing FAQ
Can membrane count be calculated from permeate capacity alone?
No. Capacity and flux establish an initial count, but feedwater chemistry, temperature, recovery, scaling, fouling, pressure drop, and element flow limits determine whether the array can operate safely.
Why recalculate flux after rounding pressure vessels?
Pressure vessels are normally selected for a defined element length. Rounding can add installed membrane area, making actual flux lower than the initial assumption. The recalculated value belongs in the final design check.
Are six elements per vessel always correct?
No. Six is only the worked-example assumption. Vessels are available in different lengths and pressure ratings; element count follows layout, staging, hydraulic limits, maintenance access, and the vessel datasheet.
Does this worksheet replace WAVE or other manufacturer software?
No. The worksheet is useful for a preliminary balance and assumption audit. Manufacturer software is required to model element performance, permeate quality, pressure, scaling, and hydraulic constraints at each element position.
Who can review an RO membrane and pressure-vessel schedule in Indonesia?
PT Watermart Perkasa can review the component schedule through water.co.id after receiving the design basis, water analysis, manufacturer projection, PFD/P&ID, design pressure, layout, and nameplate photographs for a retrofit. Component review does not replace approval by the engineer responsible for the system design.
Does the sizing result prove that the treated water is ready to drink?
No. Sizing establishes preliminary geometry and operating points, not drinking-water suitability. The system must meet applicable Indonesian requirements and undergo commissioning, sanitation, consumables logging, representative sampling, and laboratory verification of the treated water.
Footnotes
-
DuPont FilmTec™ Reverse Osmosis/Nanofiltration Membranes Technical Manual, whose 8-inch element design-guideline table lists 400 ft² (37.2 m²) active area for the applicable element class. ↩
-
DuPont Tech Fact: System Recovery—RO and NF, explaining hydraulic and chemical recovery constraints and a silica mass-balance example. ↩
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DuPont WAVE design guidelines: water types and subtypes, defining source-water and SDI categories used to select design guidance. ↩