Introduction & Context

The Extractor Type Selection Matrix is a rapid screening tool used in Process Engineering to decide whether an auger extractor is mechanically and hydraulically suited to a given solid–liquid extraction duty. It is normally executed before detailed sizing or costing, and is embedded in front-end studies such as Pre-FEED and FEED packages, as well as in vendor pre-selection algorithms embedded in CAPE-OPEN or in-house Excel/Python tools.

The matrix compares the process demand (volumetric throughput, required residence time, pressure, particle attributes, moisture) against vendor-supplied mechanical limits. If all constraints are satisfied, the auger extractor is carried forward to the next level of analysis; otherwise, an alternative extractor class (e.g., percolation, carousel, paddle, or centrifugal) must be evaluated.

Methodology & Formulas

  1. Convert mass flow to volumetric flow
    The wet feed rate is supplied on a mass basis; the extractor, however, is volumetrically constrained. \[ Q = \frac{\dot{m}_{wet}}{\rho_{bulk}} \] where
    \( Q \) = volumetric flow rate (m3 h-1)
    \( \dot{m}_{wet} \) = wet feed mass flow (kg h-1)
    \( \rho_{bulk} \) = loose bulk density (kg m-3)
  2. Validate against vendor envelopes
    Each mechanical limit is treated as a hard constraint. The following table summarises the regimes for an auger extractor.
    Parameter Symbol Lower Bound Upper Bound Unit
    Volumetric flow \( Q \) \( Q_{min} \) \( Q_{max} \) m3 h-1
    Residence time \( \tau \) \( \tau_{min} \) \( \tau_{max} \) min
    Operating pressure \( P \) atm \( P_{max} \) bar (abs)
    Particle size \( d_p \) \( d_{p,max} \) mm
    Moisture content \( w \) \( w_{min} \) \( w_{max} \) % w/w
    A warning flag is raised if any of the following inequalities are violated:
    • \( Q_{min} \le Q \le Q_{max} \)
    • \( \tau_{min} \le \tau \le \tau_{max} \)
    • \( P \le P_{max} \)
    • \( d_p \le d_{p,max} \)
    • \( w_{min} \le w \le w_{max} \)
  3. Decision logic
    If all constraints are satisfied, the auger extractor is marked as feasible and the algorithm returns the volumetric flow rate for downstream sizing. If any constraint fails, the matrix recommends selecting an alternative extractor type.