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Engineering Tool · Treatment Process Design

FluxMatrix Clarifier & Solids Separation

Screen secondary-clarifier settling, solids flux, and RAS operating windows from basin geometry and loading conditions.

Status
Available
Phase
Steady-state clarifier screening
Units
Metric / Imperial

FluxMatrix Studio

Steady-state secondary clarifier solids-flux and state-point analysis for activated sludge systems.

Detailed visualization focus
Display units
Calculating…

01 · Geometry

Clarifier geometry

Area / weir
For rectangular geometry, blank uses 2 × (L + W). For circular geometry, blank uses π × D.

02 · Operating loads

Hydraulic and solids loading

Flows / concentrations
The selected settling correlation uses SVI in mL/g.

03 · Settling model

Vesilind correlation

v0 / k
The default SVI correlation is a screening approximation; site-specific settling test data are more reliable.

Output · Operating status

Results overview

Average case
Selected case status Safe / underloaded Waiting for calculation.
Average case Safe / underloaded
Peak case Unstable / overloaded
Limiting flux GL — kg/(m²·h)
Surface overflow rate — m/h
Solids loading SLR — kg/(m²·h)
Theoretical RAS concentration — mg/L
Smallest selected-case margin — Minimum of clarification / thickening margin

Primary visualization · SPA

State-point / flux plot

Gg / Gt / GL
Hover or focus a plotted marker for a numeric readout.

The active case is shown with solid curves and markers. The inactive case remains as a reference marker so average versus peak behavior can be compared without changing the input basis.

Condition view · Illustrative

Clarifier condition visualizer

—
Illustrative condition view based on current solids-loading and flux margins. Not a CFD model or a field blanket measurement replacement.
Influent → feedwell Effluent Effluent RAS withdrawal Center feedwell Clarified upper zone Sludge blanket Dense bottom solids
Load-ratio mapping pending. Clarification condition: pending. Blanket accumulation risk: pending.

The blanket fill is a deterministic visual mapping from Ga / GL only. V1 does not report a numeric sludge blanket depth.

Sensitivity scan · RAS

RAS operating window

0.20 → 1.50 Qr/Q

Deterministic scan for the selected operating case. Every point recomputes underflow velocity, total-flux limiting capacity, demand, margins, and status.

RAS operating window scan results
Qr / QQr (m³/h)Load ratioMinimum marginStatus

Review · Deterministic diagnostics

Diagnostics and recommendations

Screening flags

Warnings

  • No warnings yet.

Recommendations

  • No recommendations yet.

Traceability · Calculation record

Verification

A concise record of the current validated calculation basis.

Calculation statusPending
Selected caseAverage
Model / correlationDaigger-Roper (1985)
Verification availabilityAwaiting current result
01

Engineering Basis

Methodology

The workbench presents the accepted calculation response and preserves the declared average and peak operating cases.

Preliminary solids-separation screening covering settling velocity, gravity and total flux, state-point behavior, dense limiting flux, clarification/thickening status, and diagnostics.

Standards / Reference Basis

Secondary clarifier screeningSolids fluxPreliminary screening

Assumptions

  • Use declared basin geometry and operating loads for preliminary process evaluation.
  • Units and engineering identifiers retain their canonical meaning.

Scope / Limitations

  • Confirm final design against project data, applicable standards, and engineer-of-record review.
02

Engineering Path

Application

Scenario

Workflow

  • Wastewater Eight decision stages from influent acceptance through preliminary and primary treatment, alternative biological paths, secondary solids separation, optional polishing, disinfection, and effluent/reuse/discharge review.
    Stage 05 — Secondary Solids SeparationReturn to Stage 05