Backwashable filter vessel on an FCC slurry-oil stream
Element positionOn the main-column-bottom slurry stream of a fluid catalytic cracking unit, before the defined blending, processing or product destination; the solids discharge has its own receiving route.
How the element works
Liquid passes through porous metal elements while catalyst fines accumulate as a retained layer. In a bank designed for inside-out filtration and reverse regeneration, a controlled reverse cycle can dislodge solids for discharge as concentrated slurry. Confirm the flow direction, valve sequence and discharge arrangement against the actual system design. A bare element cannot by itself reproduce the vessel's solids handling or cleaning performance.
Inside-out FCC slurry-oil filter bank
Blue arrows show the inside-out filtration principle: slurry enters the lower dirty chamber, rises through open element bases and crosses the porous walls into the surrounding filtrate space. The separate inset shows reverse cleaning and concentrated-slurry removal after feed and filtrate isolation. These are separate phases of a specific example arrangement, not universal metal-filter directions.
- Slurry feed
Slurry enters the dirty-side distribution chamber below the element support plate.
- Inside-out element bank
The element bases open into the dirty chamber; liquid crosses the walls outward while catalyst fines accumulate on the inner surfaces.
- Filtrate space and outlet
Filtered slurry oil is collected outside the elements and leaves the shell-side outlet.
- Separate reverse-cleaning phase
The inset shows reverse liquid flow from the surrounding clean side into a bore after the normal feed and outlet are isolated. The driving method and valve sequence follow the vessel design.
- Concentrated-slurry discharge
Detached solids leave through the lower dirty-side route during the cleaning/discharge cycle. Destination and containment require a defined process design.
Typical operating conditions
- Slurry contains suspended catalyst fines in a hydrocarbon liquid; describe the solids distribution and concentration, including changes during unstable operation.
- Viscosity depends on stream composition and temperature. Include the range relevant to filtration, startup and cleaning, rather than applying an ambient-water flow curve.
- The vessel cycles between filtration and solids removal. Define forward and reverse differential pressure, available backwash medium, discharge destination and continuity requirements.
Selection decisions
- Set the filtrate endpoint
- Agree the suspended-solids result and test method required by the downstream use. Distinguish catalyst separation from dissolved-species removal.
- Test the feed and cycle
- Evaluate media grade, loading and cake release with representative feed where needed. Assess whether early-cycle filtrate needs separate handling.
- Review vessel integration
- Provide element geometry, supports, joints, alloy specification and the cleaning/discharge sequence. Compare candidate mesh only if capture and release are demonstrated.
Verification and application limits
What to verify
Agree trial acceptance for filtrate quality, pressure-loss development and solids discharge across the operating cycle. Record cleaning effectiveness and checks before returning an element to service.
Application limits
No run length, recovery percentage, filtrate concentration or successful backwash is established for a proposed element by this equipment example.


