| Feed pressure | 55–70 bar | Seawater reverse osmosis commonly requires high pressure to overcome seawater osmotic pressure and provide net driving force across the membrane. | Confirm that the membrane element and pressure vessel are rated for the maximum operating and design pressure, including pressure surges. |
| Design permeate flux | 15–25 LMH (L/m²·h) | A moderate flux range can balance membrane area, energy use, permeate quality, and fouling risk in seawater service. | Use the supplier’s normalized permeate flow data at the actual feed salinity, temperature, pressure, recovery, and water chemistry. |
| Seawater salinity | Approximately 35,000 mg/L TDS for standard seawater; higher values require site-specific design | Higher salinity increases osmotic pressure and generally reduces permeate flow at the same applied pressure. | Test seasonal and depth-related salinity changes rather than relying only on an annual average. |
| Osmotic pressure allowance | Typically about 25–30 bar for seawater near 35,000 mg/L TDS, subject to temperature and composition | Applied pressure must exceed the feed-side osmotic pressure plus hydraulic losses to produce useful permeate flow. | Base calculations on measured ionic composition or a validated water analysis, especially for concentrated brine. |
| Single-pass recovery | Commonly about 35–50%, depending on salinity, scaling limits, pretreatment, and process configuration | Higher recovery raises brine concentration and can increase scaling, concentration polarization, and required cleaning frequency. | Check concentrate chemistry against saturation limits for calcium carbonate, calcium sulfate, silica, and other potential scale-forming species. |
| Salt rejection | Typically at least 99.5% for seawater RO membrane elements under specified test conditions | Higher rejection helps meet product-water conductivity and dissolved-solids requirements, but actual performance varies with pH, temperature, pressure, age, and fouling. | Compare guaranteed or tested rejection at the project’s feed salinity and operating conditions, not only the headline value. |
| Feed temperature | Often approximately 15–30°C in design cases; use the site’s minimum and maximum temperatures | Permeate flow changes significantly with temperature because water viscosity changes; colder water generally produces lower flux. | Apply the membrane manufacturer’s temperature correction factor and size for the coldest design condition. |
| Feed pH | Common seawater RO design range: approximately pH 6–8.5, subject to membrane limits | pH affects salt passage, scale formation, chemical compatibility, and pretreatment performance. | Verify the membrane’s continuous and cleaning-pH limits and coordinate pH adjustment with antiscalant dosing. |
| Turbidity and SDI | After pretreatment, SDI15 is commonly targeted at ≤5; more demanding designs may target ≤3 | Suspended solids and colloids can cause particulate fouling, rising pressure drop, and loss of normalized flow. | Require representative SDI, turbidity, oil, algae, and colloid data from the intake and after pretreatment. |
| Oxidant exposure | Free chlorine should generally be removed before polyamide seawater RO membranes; confirm the membrane’s specified tolerance | Oxidants can irreversibly damage many polyamide membranes and lead to increased salt passage. | Install and monitor dechlorination protection using validated residual-oxidant testing and alarm limits. |
| Energy and pressure efficiency | Evaluate specific energy consumption together with the required 55–70 bar operating window | A membrane that meets flux at lower pressure may reduce pumping energy, but the complete system also depends on recovery, staging, energy recovery, and pretreatment. | Compare full-system energy at the same feed conditions, permeate flow, recovery, and product-water specification. |
| Cleaning compatibility | Confirm allowable cleaning-pH, temperature, chemical type, and exposure time from the technical data sheet | Regular cleaning is necessary to control organic, biological, particulate, and mineral fouling without damaging the membrane. | Select a membrane whose chemical limits match the planned cleaning program and site water chemistry. |