| Membrane process | Seawater reverse osmosis (SWRO) | SWRO uses a dense polyamide membrane to separate dissolved salts from seawater under high pressure. | Use SWRO elements for seawater feed; brackish-water RO elements are generally not intended for the same pressure and salinity range. | Confirm that the element is specified for seawater service and high-pressure operation. |
| Operating pressure | 55–80 bar (5.5–8.0 MPa) | The pressure must exceed seawater osmotic pressure while providing practical permeate production. | Lower salinity, warmer water, and lower recovery may allow operation near the lower end. Cold water, higher salinity, or higher recovery can require more pressure. | Check the membrane pressure rating, design pressure, pressure-vessel rating, and high-pressure-pump discharge pressure. |
| Feed salinity | Approximately 30,000–45,000 mg/L TDS for typical seawater | Salt concentration affects osmotic pressure, permeate flow, salt passage, and required operating pressure. | For unusually high salinity, evaluate the design using actual feed-water analysis rather than standard seawater assumptions. | Use laboratory or field data for TDS, conductivity, temperature, boron, silica, sulfate, and organic content. |
| Salt rejection | Typically 99.5–99.8% initial nominal rejection | Higher rejection reduces the salt load entering the permeate stream and helps meet potable or process-water specifications. | Actual system rejection depends on pressure, temperature, recovery, feed salinity, membrane age, fouling, and element arrangement. | Compare the required permeate TDS with the membrane’s tested rejection under representative conditions. |
| Permeate flux | Common design range: approximately 10–20 L/m²·h | Flux determines membrane area, energy demand, fouling tendency, and the number of elements required. | Use conservative flux for warmer, biologically active, turbid, or poorly pretreated seawater. Higher flux may reduce capital cost but increase fouling risk. | Size the system with normalized permeate flow, feed temperature, salinity, and recovery—not with pressure alone. |
| Single-pass recovery | Approximately 35–50% | Recovery is the percentage of feed converted into permeate. It directly affects concentrate salinity and scaling risk. | Many seawater systems use staged arrays to achieve the target recovery while controlling element-to-element concentration increase. | Confirm the allowable recovery for the feed-water chemistry, antiscalant program, and concentrate-disposal requirements. |
| Membrane element format | Common format: 8-inch diameter × 40-inch length | Standard dimensions simplify compatibility with commercial pressure vessels and replacement planning. | Large elements commonly provide roughly 35–41 m² of active membrane area, depending on the element design. | Match the membrane dimensions, interconnectors, brine seals, and pressure-vessel configuration. |
| Feed-water temperature | Often designed around 15–25°C; verify the permitted range | Permeate production changes significantly with temperature because water viscosity changes. | Cold seawater generally produces less permeate at the same pressure. Temperature correction should be included in the design model. | Use the minimum, average, and maximum seasonal temperatures for capacity calculations. |
| Feed-water pH | Typical operating range: approximately pH 6–8.5 | pH affects membrane performance, scaling potential, chemical compatibility, and boron removal. | Acid dosing may be used to control carbonate scaling, while post-treatment may be required to stabilize permeate water. | Check membrane pH limits during continuous operation and during chemical cleaning. |
| Pretreatment requirement | Low turbidity and low fouling potential | Suspended solids, algae, oil, and microorganisms can cause rapid differential-pressure increase and flux loss. | Typical pretreatment may include screening, coagulation, dissolved-air flotation or media filtration, cartridge filtration, and appropriate disinfection. | Review SDI, turbidity, oil and grease, microbial activity, and cartridge-filter loading before final membrane selection. |
| Fouling-control target | Prefer feed with SDI15 below 3; lower is generally better | Silt Density Index is a practical indicator of particulate fouling potential. | SDI is not a complete substitute for feed-water characterization, especially where biofouling or dissolved organic matter is significant. | Require recent SDI15 results from representative operating conditions and seasonal variations. |
| Boron removal | Often approximately 90–98% in one pass, depending on conditions | Boron rejection is usually lower than total salt rejection and is strongly affected by pH, temperature, pressure, and recovery. | If a low boron limit is required, consider elevated-pH operation, a second RO pass, or suitable polishing treatment. | Model boron using actual feed concentration and verify the final product-water requirement. |
| Chemical-cleaning tolerance | Follow the membrane-specific cleaning pH and temperature limits | Cleaning restores performance by removing mineral scale, organic deposits, and biological fouling. | Common cleaning chemicals include acidic cleaners for mineral scale and alkaline cleaners with compatible surfactants for organic or biological deposits. | Confirm allowable cleaning pH, temperature, chemical concentration, cleaning frequency, and storage procedure. |
| Permeate quality target | Define by end use; often low-conductivity water after RO | RO permeate quality depends on feed salinity, membrane rejection, recovery, temperature, and system configuration. | Drinking-water systems may require remineralization and disinfection. Industrial users may require a second RO pass, degasification, or ion exchange. | Specify limits for conductivity, TDS, boron, chloride, sulfate, hardness, and microbiological quality. |
| Energy consideration | Use energy recovery for pressurized concentrate streams | High-pressure pumping is the main energy consumer in SWRO systems. | Energy-recovery devices can transfer energy from the concentrate stream back to the feed-pressure circuit and reduce specific energy consumption. | Evaluate pump efficiency, pressure losses, recovery, energy-recovery efficiency, and seasonal operating conditions. |
| Membrane selection priority | Balance rejection, flux, pressure, fouling resistance, and lifecycle cost | The highest nominal rejection or flux alone does not necessarily produce the lowest total cost or best long-term performance. | Select the membrane using a normalized design projection that includes feed chemistry, temperature, pretreatment quality, recovery, cleaning strategy, and replacement intervals. | Request a full performance projection and compare all candidates under identical design assumptions. |