Commercial RO
RO Recovery Rate: Balancing Yield and Scaling
Quick answer
Recovery rate is the share of feed water that becomes permeate. It sets the size of the pump, the concentration of the brine and the scaling risk on the membrane. This article explains the calculation, why most commercial systems sit between 50% and 75%, and which changes raise recovery without turning the concentrate into scale.
What is recovery rate and how is it calculated?
Recovery is permeate flow divided by feed flow, expressed as a percentage. Because feed equals permeate plus concentrate, recovery can also be written as permeate divided by permeate plus concentrate. A system producing 7.5 m³/h of permeate from 10 m³/h of feed runs at 75% recovery and discharges 2.5 m³/h of concentrate.
Recovery is not the same as salt rejection. Rejection describes how much salt stays on the feed side of the membrane, typically 95–99%. Recovery describes how much water crosses to the permeate side. A system can reject 99% of salt and still scale if recovery pushes the concentrate past the solubility of calcium carbonate or silica.
Recovery also sets the water balance of the building. At 50%, a plant making 5 m³/h of permeate takes 10 m³/h from the supply and sends 5 m³/h to drain; at 75%, it takes only 6.7 m³/h. That difference often decides whether a site needs a larger supply connection or a larger drain.
- Recovery = permeate ÷ feed × 100
- Concentration factor = 1 ÷ (1 − recovery)
- At 75% recovery, the concentrate is four times the feed TDS
- CK-RO systems are rated 50–75% depending on model and feed
Why do most commercial RO systems stop at 50–75%?
Recovery is limited by the solubility of the salts left behind. As water leaves as permeate, calcium, sulphate, silica, barium and strontium concentrate in the brine. Calcium carbonate scaling is predicted by the Langelier saturation index, calcium sulphate by its own saturation index, and silica by its solubility, which falls as temperature drops. Membrane warranties set maximum concentration factors, and those limits, not the pump, usually decide the design.
Small single-element systems typically run at 50–60%, while larger multi-element arrays reach 70–75%. Beyond that, the concentrate becomes aggressive: at 80% recovery the concentration factor is 5, and a feed with 500 mg/L TDS leaves a brine at 2,500 mg/L. Every further point of recovery buys less wastewater but shortens the interval between cleanings.
How does recovery change the concentrate concentration?
The concentration factor is 1 divided by (1 − recovery). It assumes the membrane passes water but no salt, which is close enough for design screening. The table shows the effect on a feed of 500 mg/L TDS. Note that the jump from 65% to 75% raises the brine from 2.9 to 4.0 times the feed, a much larger step than the ten-point recovery change suggests.
| Recovery | Concentration factor | Concentrate TDS from 500 mg/L feed | Concentrate share of feed |
|---|---|---|---|
| 50% | 2.0 | 1,000 mg/L | 50% |
| 65% | 2.9 | 1,430 mg/L | 35% |
| 75% | 4.0 | 2,000 mg/L | 25% |
| 80% | 5.0 | 2,500 mg/L | 20% |
Screening calculation assuming 100% salt rejection; actual brine is slightly lower because some salt passes into the permeate.
How does temperature affect recovery?
Feed temperature changes flux by about 3% per °C. A system rated at 25 °C and 1,000 L/h delivers roughly 700 L/h at 15 °C and 1,150 L/h at 30 °C at the same pressure. Cold water also raises viscosity, which increases the pressure needed and can push the pump to its limit before the design recovery is reached. Silica solubility falls with temperature, so a 75% recovery that works at 25 °C may exceed the silica limit at 10 °C.
This is why recovery should be quoted with a temperature. A skid sold as 75% recovery at 25 °C is not a 75% skid in a cold northern plant room, and the concentrate flow will be higher than the datasheet suggests. Design at the coldest month, not at the annual average.
Which pretreatment allows higher recovery?
Higher recovery is a pretreatment decision before it is a pump decision. Each limiting salt has its own response, and the design must target the salt that saturates first, not the one that is easiest to remove. A softener removes calcium and magnesium and therefore lifts the carbonate and sulphate limits; antiscalant extends the same limits without removing the ions; pH adjustment shifts carbonate and silica equilibria in opposite directions.
| Limiting salt | Practical limit | Response |
|---|---|---|
| Calcium carbonate | LSI above about +0.5 in the concentrate | Soften, lower pH, or dose antiscalant |
| Calcium sulphate | Concentrate above roughly 2,000–2,500 mg/L | Soften or use a sulphate-specific antiscalant |
| Silica | Concentrate above 100–150 mg/L at 25 °C | Reduce recovery, raise pH, or use silica antiscalant |
| Barium and strontium | Concentrate near sulphate solubility | Soften with a strong-acid resin |
| Organics and colloids | SDI15 above 5, high TOC | Coagulation, carbon or ultrafiltration; antiscalant does not help |
Limits are screening values at 25 °C. Confirm with the membrane projection software and the antiscalant datasheet.
How can you raise recovery without scaling the membranes?
Treat the limiting salt first, then change the array. Softening is the most reliable route: removing calcium and magnesium allows 75–85% recovery on many feeds, at the cost of salt and a brine discharge of its own. A two-stage array is the second route: the concentrate from the first stage becomes the feed of the second, so the same water passes two membrane banks before leaving.
- 01
1. Identify the limiting salt
Run a saturation calculation at the target recovery for carbonate, sulphate, silica and barium. The first one to saturate sets the ceiling.
- 02
2. Remove or inhibit it
Soften for hardness, dose an antiscalant matched to the salt, or adjust pH. Do not add antiscalant to solve a fouling problem it cannot address.
- 03
3. Change the array
A two-stage array or a concentrate recycle raises overall recovery without changing the membrane. Recycle raises the feed TDS and must be modelled.
- 04
4. Reuse the concentrate
Where rules allow, concentrate can serve toilet flushing, cooling or irrigation. This reduces the water balance without pushing membrane recovery higher.
When is a lower recovery the right choice?
Lower recovery is not a failure. Small systems at 0.5–2 m³/h usually run at 50–60% because a single-element array cannot concentrate further without scaling, and because the capital cost of a two-stage design is hard to justify. High-silica or high-barium feeds often sit at 50–65% by necessity. Sites with cheap water and strict discharge limits may prefer a larger concentrate volume at lower TDS, which is easier to reuse or discharge.
The right question is not what recovery is possible, but what recovery is economical after counting water cost, discharge fees, pretreatment chemicals, cleaning labour and membrane replacement. A 75% system that cleans every month can cost more than a 60% system that cleans twice a year.
How is recovery measured and verified on site?
Use calibrated flow meters on permeate and concentrate, or on permeate and feed, with an accuracy of about 2%. Calculate recovery from the two readings and compare it with the design value at the same temperature and pressure. If the feed meter is missing, permeate divided by permeate plus concentrate gives the same result without assuming a feed flow.
Record recovery daily together with pressure, temperature and conductivity. A fall in recovery at constant pressure usually means fouling or a partially closed valve; a rise in conductivity at constant recovery means salt passage has increased, which points to membrane damage or oxidation. Neither trend is visible from a single weekly reading.
- Permeate and concentrate meters: accuracy about 2% of reading
- Log recovery, pressure, temperature and conductivity daily
- Compare at 25 °C, or apply the 3% per °C correction
- A 10–15% loss in normalised flow triggers cleaning, not a recovery increase
FAQ
Frequently asked questions
Questions buyers actually ask during sizing and quotation. Answers match the specifications above.
01 What is a good recovery rate for a commercial RO?
02 How much wastewater does 75% recovery produce?
03 Can recovery reach 90%?
04 Does higher recovery save energy?
05 Why does recovery fall in winter?
06 What is the concentration factor?
07 Can concentrate be recycled to the feed?
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