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Example ApplicationBrewery & Beverage

Brewery Effluent: DAF + Coagulation + Ozonation + Filtration (Non-Biological)

This is an illustrative scenario showing how Reynolds & Bauhm equipment can be configured for this application. Every site has unique requirements — contact us for a solution tailored to your specific wastewater characteristics.

Process Requirements & Constraints

Seasonal brewery producing 500 m3/day with COD 7,500 mg/L, BOD 4,800 mg/L, colour 600 Pt-Co, and suspended solids 2,200 mg/L. Operation only 8 months/year — advanced biological treatment not viable due to seasonal shutdown. Needs fully chemical/physical process achieving COD <500 mg/L.

Key Performance Targets
<450
Final COD mg/L
94%
COD removal
<50
Colour Pt-Co
0%
Biological processes
100%
Seasonal operable
<500
Sewer limit met

Treatment Approach

Step-by-step process configuration from raw wastewater to compliant discharge.

01

Screening & DAF

2mm drum screen removes spent grain. Heated DAF (38°C) with alum (250 mg/L) and polymer removes 82% of suspended solids and 90% of fats. Float at 8% solids diverted to rendering. DAF effluent COD 5,200 mg/L, TSS 350 mg/L.

02

Coagulation-Flocculation

Two-stage chemical conditioning and treatment: ferric chloride (180 mg/L) at pH 5.5 for colour removal, then pH raised to 7.5 with caustic soda for metal hydroxide precipitation. Anionic polymer aids flocculation. 45-minute total reaction time. COD reduced to 2,800 mg/L.

03

Lamella Clarification

Lamella clarifier captures coagulated precipitate at 8 m/h upflow velocity. Effluent COD 2,200 mg/L, TSS <25 mg/L. Automatic desludging to thickener. Underflow at 4% solids. Overflow turbidity <5 NTU.

04

Ozonation Destruction

Ozone generator producing 2.0 kg O3/h contacts clarified effluent in 20-minute counter-current column. Direct oxidation destroys colour compounds and recalcitrant organics. COD reduced from 2,200 to 650 mg/L. Colour <50 Pt-Co. Residual ozone destroyed with catalytic destructor.

05

Activated Carbon Polishing

Downflow GAC column (1.5 m diameter, 30 min EBCT) adsorbs residual organics. Effluent COD consistently <450 mg/L meeting sewer discharge. Automatic backwash every 48 hours. Carbon replaced quarterly based on breakthrough monitoring.

Equipment Configuration

The specific equipment selected for this application, sized for the flow rate and contaminant load.

DAF System

Heated DAF 25 m3/h, alum/polymer dosing, fat skimmer, auto scraper, 38°C operation.

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Chemical Dosing

FeCl3, alum, NaOH, polymer skids with day tanks, flow-paced control, containment.

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Ozone Generator

Corona discharge 2.0 kg O3/h, oxygen feed, 20-min contact column, destructor.

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GAC Column

Downflow GAC 1.5 m diameter, 30 min EBCT, auto backwash, breakthrough monitor.

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Performance Achieved

Representative performance data based on typical operating conditions for this equipment configuration.

<450
Final COD mg/L
94%
COD removal
<50
Colour Pt-Co
0%
Biological processes
100%
Seasonal operable
<500
Sewer limit met

Related Equipment

Explore the full range of equipment used in this and similar applications.

Drum Screen

2mm screening for spent grain removal before DAF.

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Lamella Clarifier

Clarification of coagulated precipitates.

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pH Controller

Multi-stage pH control for coagulation and precipitation.

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Sludge Thickener

Thickening of chemical sludge before disposal.

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Related Treatment Processes

Discover how these treatment processes connect to form complete wastewater treatment solutions.

Project Approach & Engineering

Reynolds & Bauhm follows a structured engineering methodology for every project. We begin with detailed wastewater characterisation, process selection based on contaminant profiles, pilot testing where required, and full-scale design with performance guarantees. Our multidisciplinary team of chemical, mechanical, and electrical engineers ensures seamless integration of process, mechanical, and control disciplines.

Characterisation

Comprehensive influent analysis including COD, BOD, TSS, heavy metals, pH, temperature, and flow profiling.

Process Design

Process flow development with P&IDs, mass balances, and hydraulic modelling validated by CFD where appropriate.

Pilot Testing

On-site pilot trials validate performance guarantees under actual operating conditions before capital commitment.

Commissioning

FAT, SAT, performance trials, operator training, and handover documentation ensuring operational readiness.

Equipment Configuration

Pre-TreatmentScreening, grit removal, and flow equalisation
Primary TreatmentDAF or lamella clarification for solids and oil removal
Secondary TreatmentBiological oxidation (activated sludge, MBBR, or SBR)
Tertiary TreatmentFiltration, UV disinfection, or chemical polishing
Sludge ManagementThickening and dewatering via belt press or centrifuge
Control SystemPLC with HMI touchscreen and optional SCADA integration
Chemical DosingAutomated coagulant, flocculant, and pH correction
MaterialsSS316L, duplex, or rubber-lined carbon steel

Performance Outcomes

COD Removal

85 – 98% chemical oxygen demand reduction depending on process configuration and influent variability.

TSS Removal

90 – 99% suspended solids reduction through combined physical and biological treatment stages.

Water Reuse

Tertiary treatment enables up to 80% water recycling for non-potable process applications.

Apply This Configuration to Your Site

Our engineers will adapt this equipment configuration to your specific wastewater analysis, flow rate, and discharge requirements.

Industries We Serve

Our expertise spans multiple industries with sector-specific water treatment solutions.